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HomeMy WebLinkAboutzR-4185set00 y&H&[R_ SQ--9pC��C�C��1-C�G°�H&RKEU FULMLLNEH'T CEHIVER a7v OF REH70H9 COUHUV OF Kmaq sv&7E OF y&8mm8vOH CCONKSUHUCU com :D)O(��G�C�Hus CONTACTS WALMART 702 S.W 8TH ST. BENTONVILLE, AR 72716 PHONE: (800) 925-6278 T ! ► . a.i1 GALLOWAY & COMPANY, INC. 6162 S. WILLOW DRIVE, SUITE 320 GREENWOOD VILLAGE, COLORADO 80111 PHONE: (303) 770-8884 FAX: (303) 770-3636 ATTN: BRANDON ALLEY, PE EMAIL: brandonalley®gallowayus.com :_i Fuvift P26 ARCHITECTURE AND ENGINEERING 2809 AJAX AVENUE, SUITE 100 ROGERS, ARKANSAS 72758 ATTN: RICHARD D COFEL II, SENIOR MANAGER DIR: (479) 877-1224 MAIN: (479) 636-3545 FAX: (479) 878-3728 EMAIL: RICHARD.COFFEL@PB2AE.COM AGENCY CONTACTS PLANNING do ZONING DEPARTMENT CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 98057 PHONE: (425) 430-7219 ATTN: ALEX MORGANROTH, AICP, SENIOR PLANNER EMAIL: AMORGANROTH@RENTONWA.GOV Vitt zN3 V54 I] 3;V 3 1„ I V I 1 CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 98057 PHONE: (206) 402-8626 ATTN: SCOTT WARLICK, ENGINEERING SPECIALIST III EMAIL: SWARLICK@RENTONWA.GOV i 1 v_ :.i 1,. >, 1 RENTON REGIONAL FIRE AUTHORITY 1055 S. GRADY WAY 7TH FLOOR PHONE: (425) 430-7000 100 SHEETINDEX SHEET NO. DESCRIPTION CID COVER C1 NEIGHBORHOOD MAP C2 OVERALL SITE PLAN C2.1 DEMOLITION & SITE PLAN C2.2 HORIZONTAL CONTROL PLAN C3 DIRECTIONAL SIGNAGE PLAN C4 SITE DETAILS (SHEET 1) C4.1 SITE DETAILS (SHEET 2) C4.2 SITE DETIALS (SHEET 3) C5 GRADING PLAN C6 UTILITY PLAN C6.1 WATER PLAN & PROFILE C6.2 UTILITY NOTES C7 EROSION AND SEDIMENT CONTROL PLAN C7.1 EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILS L1 LANDSCAPE PLAN L2 LANDSCAPE PLAN GRAPHIC SCALE U I CCD #6 JSB 07/30/21 SURVEYED: TJK 0 50 100 200 400 DESIGNED: JSB DRAWN: JSB ( IN FEET) CHECKED: RCJ finch =100ft. N0. REVISION BY DATE APPR APPROVED: SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M �4 0 C 06 S`s�ONAL G 08/31 /2023 MY OF RENTON Planning/Building/Public Works Dept. AS -BUILT SET ThE WALMART OGP SITE PLAN REVIEW AND ENVIRONMENTAL REVIEW, FILE NO. LUA21— 000044, ECF, S—A, AS DEPICTED IN EXHIBIT 2, IS APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL COMPLY WITH THE FOLLOWING MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON —SIGNIFICANCE MITIGATED, DATED MARCH 29, 2021. • THE APPLICANT SHALL SUBMIT A GEOTECHNICAL REPORT PREPARED BY A PROFESSIONAL GEOTECHNICAL ENGINEER AT THE TIME OF FORMAL BUILDING PERMIT APPLICATION. • THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT( S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/ SHE HAS REVIEWED THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT( S). • IF ANY NATIVE AMERICAN GRAVE( S) OR ARCHAEOLOGICAL/ CULTURAL RESOURCES INDIAN ARTIFACTS) ARE FOUND ALL CONSTRUCTION ACTIVITY SHALL STOP IN ACCORDANCE WITH RCW 27.53.060 AND 27.44.020, AND THE OWNER/ DEVELOPER SHALL IMMEDIATELY NOTIFY THE CURRENT PLANNING PROJECT MANAGER, CONCERNED TRIBES' CULTURAL COMMITTEES, AND THE WASHINGTON STATE DEPARTMENT OF ARCHEOLOGY AND HISTORIC PRESERVATION. 2. THE APPLICANT SHALL SUBMIT A LANDSCAPING PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT DEMONSTRATES SITE —WIDE FULL COMPLIANCE WITH THE INTERIOR PARKING LOT LANDSCAPE REQUIREMENTS. ALTERNATIVELY, THE APPLICANT MAY DEMONSTRATE ON THE LANDSCAPING PLAN THAT THE PROJECT WOULD NOT INCREASE THE NON —CONFORMITY OF THE PARKING LOT WITH RESPECT TO THE INTERIOR PARKING LOT LANDSCAPE REQUIREMENTS. THE LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 3. THE APPLICANT SHALL SUBMIT A LANDSCAPING PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES LANDSCAPING IN ALL NEW ISLANDS THAT IS CONSISTENT WITH THE INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS IN RMC 4-4-070.H.5. THE LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 4. THE APPLICANT SHALL INCORPORATE A DECORATIVE LANDSCAPE ELEMENT AT THE BASE OF EACH PICK—UP PARKING SPACE IDENTIFICATION SIGN, OR AN ALTERNATIVE DECORATIVE MATERIAL AS APPROVED BY STAFF WITH THE SIGN PERMIT APPLICATION. THE DESIGN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF SIGN PERMIT APPLICATION REVIEW. 5. THE APPLICANT SHALL THE APPLICANT INCORPORATE AT LEAST TWO PEDESTRIAN— SCALE LIGHTING FIXTURES TO REPLACE THE EXISTING TWO FIXTURES PROPOSED FOR REMOVAL WITH THE BUILDING PERMIT APPLICATION. THE LIGHT FIXTURES SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. PROPOSED BUILDING EXPANSION AT NORTHWEST BUILDING CORNER OF EXISTING BUILDING. PROPOSED PROJECT WILL EXPAND BUILDING SQUARE FOOTAGE BY 4549 SQ. FT. EXISTING ISLANDS WILL BE DEMOLISHED IN VICINITY OF EXPANSION AND MODIFICATIONS MADE TO SURROUNDING PARKING LOT INFRASTRUCTURE. WATERLINE AND STORM LINE WILL BE MADE WITHIN THE AREA. ADDITIONAL SITE LIGHTING WILL BE PROVIDED AND STRIPING MODIFICATIONS MADE TO NEARBY PARKING AREAS. LEGAL DESCRIPTION LOT 1 CITY OF RENTON LOT LINE ADJUSTMENT NO LUA 15-000237 (BONNELL FAMILY LLC LOT LINE ADJUSTMENT) RECORDING NO 20151006900005 (BEING A PORTION OF NE 1/4 NW 1/4 STIR 19-23-05) GENERAL CONSTRUC11ON NOTES 1. FENCES, WALLS, SIGNS, AND ACCESSORY STRUCTURES ARE SUBJECT TO SEPARATE REVIEW AND PERMITS BY GENERAL CONTRACTOR (G.C.). 2. ANGLES NOT SHOWN ARE EITHER 90 DEGREES OR A SUPPLEMENT OF THE ANGLE INDICATED. 3. PARKING SPACES FOR PERSONS WITH DISABILITIES WILL BE CLEARLY DELINEATED WITH UPRIGHT SIGNS. 4. APPROVAL FOR THIS PLAN DOES NOT CONSTITUTE OR IMPLY COMPLIANCE WITH ADA REQUIREMENTS. 5. SITE SHALL BE LANDSCAPED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (CO) DURING THE GROWING SEASON OF APRIL 1ST TO OCTOBER 1ST, AT ALL OTHER TIMES THE SITE SHALL BE LANDSCAPED WITHIN 45 (FORTY-FIVE) DAYS OF THE START OF THE FOLLOWING GROWING SEASON. 6. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. TREES, SHRUBS, AND DECORATIVE GRASSES WILL BE IRRIGATED BY A SEPARATE ZONE FROM SOD/GRASS; THIS INCLUDES TREES PLANTED IN SOD/GRASS AREA. THE IRRIGATION SYSTEM SHALL HAVE A RAIN SENSOR SHUTOFF INSTALLED. II[�11�11117�7:7�iF\I[�711707:7_�� llllttrf�7:7_\►�91Reb�Y11»�I��ll'Le3�11�:L1�Ko7111:7\IICol:7 R-418501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS COVER DATE: 07/29/2021 FIELDBOOK: BOOK A�I DRAWING NCO z O z Q X L/u I..L U_ n I- 2 Q i AS -BUILT SET 00 T 0 W I— N ZZ 00 I U N 0 0 s z CL .o 0 0 0 0 r z U (0I a x 2 0 0 0 U 0 .o O N L0 N O O O L C O 0 3 Q t i� a W J URMET rnnno WAREHOUSE WAREHOUSE WAREHOUSE MUL�Tjl�-IU WE WORKSOURCE � I OFFICE i RENTON i MENJOLmum�_ EL • 71 DISTRICT •• - : eeee!.A w403 JW. TOYOTA mono SW 7TH STREI I I I I I OLUMBI A BANK HORIZON ►TRIBUTORS / / �N ` ULTI-U E INTER TATE OFFICE _j ALL BATTERY \ CENTER co W Z w 0 Z J T` ----- MARKET PROJECT AREA — — — — — — — c z iJ B&T WAREHOUSE DISTRIBUTORS - WALMART #2516 PARCEL ID: B&T WAREHOUSE 1923059048 DISTRIBUTORS ' I USE: RETAIL EM FURNITURE r WAREHOUSE r i i i DEAL I� / -: _ ■ • am- 40 KIA ' DEALERSHIP I- J / / DEALERSHIP / / / �R�,D� w A� / KIA DEALERSHIP 7 � / I /I / r 4�-, I I I , I--- � FORD / I GMC/BUICK / o I 1 DEALERSHIP / CHEVROLET DEALERSHIP DEALERSHIP I I I / —1 A, I I I mmd 6\ I CCD #6 REVISION JSB 07/30/21 SURVEYED: JK DESIGNED: JSB DRAWN: JSB CHECKED: RCJ BY DATE APPR APPRo�o BDA CUR AN PLAZA RETAIL / r'm 0 O LL V ., A SCALE: HORIZONTAL- NAD 11983/1991 AS NOTED ®� CITY OF RENTON DATUM Planning/Building/Public Works Dept. 0 LEGEND CA - COMMERCIAL ARTERIAL IM - INDUSTRIAL MEDIUM EXISTING PROPERTY LINE ADJACENT PROPERTY LINE PROPOSED PROJECT AREA NOTES 1. ALL PROPERTY LINES WERE APPROXIMATED FROM CITY OF RENTON GIS DATA. 2. ZONING INFORMATION OBTAINED FROM CITY OF RENTON ZONING INFORMATION. NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. -- v v v v v v v v v GRAPHIC SCALE v v v v v v v v v-- 100 0 50 100 200 400 ( IN FEET) inch = 00 ft. Z R-418502 cn z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 0— X W i U_ n WALMART #2516 07/29/2021 WALMART SUPERCENTER PICKUP EXPANSION FlELDBOOK:BOOK Q DRAM CONSTRUCTION DOCUMENTS PAGE DRAWING N0: NEIGHBORHOOD MAP C I J Q SHEET: 2 OF:17 AS —BUILT SET LO 00 T W I- &I, a ° as F1 a a 4 a 4. a a a as 4 a °- ° a a ° a 4 a ° Q HORIZONTAL CONTROL PLAN NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. 14/S -'- V G SrON, i6.65' � 1 r x 10, CV 7.33' II II II-4'—HI III CD N X X X X X X x X]IU7 — X — X �X- X Cn Ci 8 9 10 11 12 19.1' 7.33' eo v X X X X X X - - x X x X— X— X_ X_ X_ X j Ci 25 26 27 28 29 30 co F- 4=11 N Q b S2rF7T GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch = 20 ft. CCD #6 JSB 07/30/21 SURVEYED: TJ K DESIGNED: JSB DRAWN: JSB CHECKED: RCJ NO. REVISION BY DATE APPR APPROVED: BDA 80 SCALE: AS NOTED ER 0 40 41 a NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION A THEIR COST. NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK. NOTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. NAD 19 IFICA • NAVID 1988 HORIZONTAL 1 CITY OF ICo RENTON DATUM M Planning/Building/Public Works Dept. KEY MAP NOT TO SCALE SITE LEGEND EXISTING BUILDING TO REMAIN ® EXISTING BOLLARD TO REMAIN —X X EXISTING FENCE TO REMAIN EXISTING CURB & GUTTER TO REMAIN ® ® EXISTING STORM INLET TO REMAIN EXISTING SIGN TO REMAIN -Ell EXISTING SITE LIGHTING TO REMAIN o-� EXISTING SITE LIGHTING TO BE RELOCATED so EXISTING STORM SEWER MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED FIRE HYDRANT >a EXISTING IRRIGATION VALVE TO REMAIN EXISTING CONCRETE PAVEMENT P EXISTING ASPHALT PAVEMENT JI PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT SEAL COAT TO REMOVE EXISTING STRIPING FOR NEW PICKUP STALLS AND ASSOCIATED PARKING STALL MODIFICATIONS. EXISTING ASPHALT TO BE REMOVED = PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER CAUTION — NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE 00 ,)� TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE o CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Know whaVsbeI ow. PRIVATE, WHETHER SHOWN ON THE PLANS OR C C I I before you dig. NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. _ �OF WAS 56606 ss�oh'ALG A 08/31 /2023 z O R-41850 co z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 0- X /W I..L U_ n #2516 DAMWALMART 7/29/2021 WALMART SUPERCENTER PICKUP EXPANSION FIELDBOOK:B00K CONSTRUCTION DOCUMENTS PAGE: PAGE DRAWIN HORIZONTAL CONTROL PLAN G 2.2 Q SHEET: 5 OF:17 M N O N CO \ V 0 c� a z 0 N U) LO N O O C, L A. - _ - _ __�s__� -t-_ Rf_ - - �_- _ _,-. - �- - _ ____ SW S EET EXISTING PYLON -- I _ _ _ - - - --� _ _-. - TO BoTEc --� �I f, SITE LEGEND - _ ®_ �*�s - FULL ACCESS _e. x: i . ACCESS (NOT A PART), �. - (TRUCK EXIT) .. »-� FULL ACCESS A ! ` _ :,, 0 AH -_ _- -- - _ _ �q 6" WIDE FIRE LANE STRIPING PAINTED INTERNATIONAL RED W/ "NO PARKING FIRE e /4 OF S 19, T 23, R 5 E qC EXISTING LIGHT POLE, FIXTURE AND BASE SHALL REMAIN. CONTRACTOR SHALL AS -BUILT SET - -- -T _' .. �. � � » p f LANE PAINTED WITH 4 HIGH WHITE LETTERING AT 25 REPAINT THE EXISTING BA SE TRAFFIC YELLOW. REFER TO MEP PLANS FOR SITE �... AC 'e = r ♦ ni ,°j� > \ __ _ o- 1 .4 _ / " -- - g ,_`7 , € f>` # AH 3 . • I ! , 300 Lf DYSL 4 1 ° ^" #'/4 u /x.� NEW MONUMENT SIGN i r -� I I I - - `� 11 1 R AURf��LV » B AREA STRIPED AT SYSL 4 AT 45' ®2'-0 O.C. » CONCRETE PEDESTRIAN CROSSWALK WITH 4 WIDE PAINTED WHITE STRIPING PARALLEL TO OF C T 2'-0 O.C. AND (1)- 8" WHITE STRIPE PERPENDICULAR ON DIRECTION TRAFFIC A LIGHTING ELECTRICAL CIRCUITRY • 0 TRUCKS' SIGN SEE SITE PLAN FOR ® NLOCATION.C-8.4 C-a4 aE EXISTING CURB TO BE REMOVED AND REPLACED WITH A NEW CURB AT ELEVATIONS 0 B r # # # ter..'.. (} # 1 I I I 1 F - [ t 1 4' HIGH BUCK mim . BANK O AEMAIN. AJ N.BEM -. N. Tr` . - _ d - _ _ COATED OiAIN LIN CIS T ' € 1 ; = 11 I I I # j ! _ `- - I d - - I Tr+WK `pr W A j t I I I I I i' I I I I 10 i. # FENCE", I" 16 GATE NO A.__ T-;A - - -- t t �5, t €1 , III N T A P t - - -- 1 "` - "-" ( � OF FiOJE': - 0 --- --0 PROJECT � � BOTH ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WIDTH. PEDESTRIAN CROSSING SIGN TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON t 2 PLANS. C-s.4 C-8.4 SHOWN ON GRADING PLAN. ® CART CROSSING 4 C-s.3 ® DEEP GRANULAR MATERIAL TRANSITIONS BENEATH SLABS FOR VESTIBULES I- EXISTING _ AC BIOSWALE . � -EXISTING SPEED ! -- a„. I 90 X12 BALE AND PROPOSED.BIOSW _ AB -a ,. ,�.. .�_\Ii ,i.,, BUMP -TO REMAIN, 7 I I I I = = I I I ; I I - t 3 » _.e _._ PALLET. SEE ARCH f REP NT TRAFFIC N = I I( I I 1 I I ;III I ? o - ' t;. PLANS FOR::SLAB AND 4 CONGREIE' - - - - «, � � .�' � POPEYE S � HELD PAINTED WHITE ON PAVEMENT TYPICAL C-8 2 e F CONCRETE SIDEWALK 0 c-a.o AND STOOPS REFERENCE ARCHITECT STRUCTURAL PLANS. ' AH MUTCD PAVEMENT MARKINGS 3 / O C a3 <C --1 �_ 13 ' ENCLOSURE DETAILS. BUFFER Q[IL I I I I I - I I IT ( I ' I__ 1. Q; - MANEUVER # # ""-.- F - I I 1 I I I ;11 I I I I I I i " Isaq 1 O REMAIN. _ - - XISTING ± F . AREA 1 .' qq ;PART i k ...... D U AJ T TRANSFORMER AC t NOT /�; c EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT RUSH WITH THE TOP OF STOOP 1 12 SLOPE MAX O qt » » » » 2 t 2 O 36 X36" STOP SIGN SIGN AND 18 STOP BAR, SEE DETAIL SHEET. c-s.3 c-s.4 c-s.4 qJ ASPHALT SEAL COAT TO EXTENTS OF PHASING ON SHEETS PH-1.0 2.0, 3.0. , z r .. ,• 20.6Tx10' ;,='...'.a.... ORGANIC' -'� GUIDE RAI I d d I 1 TO,, REMAIN - OF PFOJECT i • .. • r 11 I # I , --- -. -- --_ -. --- - -- --- _; I = I I It Q " R # # # # # ' d°S � b # ( # # # 1 I / r; ' •) a i 1-SYOi?YMAsL Tim. 6 0 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. C -s.0 PLANS FOR EXACT SIZE AT (MADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURALPLA LOCATION FOR COORDINATION WITH CIVIL PLANS I AND LOCA INAt AK » DETAIL , SHEET C-8 0 2 ASPHALT SURFACE SE. O ASPHALT PAVEMENT PER D 1 T CE COURSE. ® NOSE DOWN CURB @ci O z ss41 �a. t� .... DUMPSIER AREA. C ^ -; ! I ! I 9 = I I # I SEE ARCH PLANS o _ TpOOR a- o- - •+ 5 1c4 Sass ( i s - J - - - ,< ,� , 4PO'�'s FOR SLAB AND , �� GARDEN _ ENCLO RE J - L� ;<% SALES �, = ;• p R 22 -_ 10 - ` 1 _; • � � - - i i i L t d i 1 1 1 1 1 f t t `r JO 4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. ® GRAVEL ACCESS ROAD c-s.2 t 2 ® TRUCK EXIT' SIGN. SEE SITE PLAN FOR LOCATION. W DETAILS. ,y" ,� 1 i. i 1 ec ° © IR ; °'` N 1 # # # # # # # I # # # # € L I g R,^ K CONCRETE COMPACTOR PAD AND HEAVY DUTY PAD (ORIENT FOR TRUCK LOADING). REFER TO 0 ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. AN CURB SCUPPER 3 C-s.2 cr_- r - - I III# I Iit -� 3 A,1 G:?N �t I ( a I I ', / PROPOSED CONCRETE TRANSFORMER PAD AND MAIN SWITCH BOARD (MSB). CONTRACTOR TO L COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. J p W .. ®� f d. {.'........ .......� r ���, �,.n. � _ „� - It ,,� L 3 - die", i 1 r_ T Fnh i �! t i! I t I _ - 3 - - -- 6 15 I ® ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SIZE t LEGEND 1 I I SIGN AND SYMBOL ( VAN -INDICATES VAN ACCESSIBLE SPACE) C-a2 ° 1BUILT)I EXPANSION AREA p a� # # I I # # # #_ 1.411111 if # # # _ I I i € # I FULL I - ° I ACCESS ' 15 892 SF a ` r 1 1 1 I d t t- _, i i i i 5 t € d t t! � 6 I I - (iee;� - ) - P -� 1 - a ( CURB RAMP DETAIL t -at P 1 STANDARD DUTY ASPHALT PAVEMENT �•� HEAVY DUTY ASPHALT PAVEMENT@C480/ AG AC _ a X D�. 1 �,, ;1 _ _ i -;,_ { 1 CENTER 1 1 t d I I t i 3 6 1 i d I I f ", 1 _ 6 1 _ I �.1+=, , f! 1 4,701 SF) Y # # # # # # # # # # I # # # # 1 I I I I I I - r = 1 'f, "I NEW PERIMETER 8' WIDE PEDESTRIAN CROSSWALK. EDGE LINES PAINTED SWSL/8" WITH INSIDE STRIPING O , » 1- " PAINTED SWSL/6 AT 2 0 O.C. PERPENDICULAR TO EDGE LINES. C-8.3 © CART CORRAL TYPICAL -SEE DETAIL SHEET FOR CART CORRAL DETAIL 3 ' f.. xs STANDARD DUTY CONCRETE PAVEMENT C-s.o C-s.t C-a.t HEAVY DUTY CONCRETE PAVEMENT 2A 2 3 E :> ; . ' _2,s 1 1 I 6 1 L ,*'` L d I I u -+> AC APING "/ �. "-° ` . f .. (. , r _ I 1 ill ► I i t I t d =- I t t mil �AC® » » 10' X 15' STRIPED AREA PAINTED SYSL/4 AT 45' 0 2'-0 O.C. AT JB CRANE C 8.1 C 8.t CONCRETE SIDEWALK PAVEMENTgC48 E �# d t EXISTING BUILDING P� 1 �� 1 25 LOCATION. 5 VARIABLE /OVERLAY a A FOOTPRINT 1 i!! t ! t t t► t i I t_ t! i 1 ® CONCRETE BUFFER 4 ' - 1 # ( # 1 BIKE RACKS, A # ( 1 # # # # I # # I # € - , SEE ARCH 1 J # ( I I # # # # # IllI # # # # # ± o- V 6 1 C-s.2 CONCRETE CURB AND GUTTER TYPICAL 4 U PAVEMENT PER ARCH. PLANS CONCRETE CURB dt GUTTER e c-ao i K PLANS. t I ; t d I t 5 t t t t I� WSL./4° 1 ,/, ` � - ' 1 j �: C-a0 � TYPICAL PIPE BOLLARD _ AG SYSL 4• - _ PAINTED DIRECTIONAL ARROW c-e 2 C-s.o F AG DOWd d i 1 i d ! I i I d t 1 1 - I a A-z7ss %: 7 U "STOP" SIGN, 18" STOP BAR, AND "STOP" PAINTED ON PAVEMENT (TYP) 2 t 2 C-8.3 C-8.4 C-8.4 ® NUMBER OF PARKING STALLS PER ROW, YELLOW STRIPING .i� Q f I SLIDE EXPANSION U f 743 RAINIER AVENUE SOUTH �, A 6 I d t t► t !' _ t d 1 t d d I d d t p ,� ~_ T o- = a,r 1 ' SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. ARCHITECTURAL BOLLARD, SEE ARCH PLANS. NON-WALMART PARKING STALLS ® NUMBER OF ASSOCIATE PARKING . G STORE2516-05 � � � � � P _ ~� ..' 2 ., t ' � � 0 1� STALLS PER ROW, STRIPE WHITE r � a - - - - - AG # r ���.• L MSB _' . 3 3 g D 3 3 3 � •. � °- �- 1R-129-GR-ER-EXISIINC�LC ° I } ~ 3 3 3 134,352 SF ° DI��J� ID PLAZA AREA, ti � � �, � � 135 LF DYSL/4 -- � I / ''' SEE ARCH ADDITIONAL AREA = 15,892 SF -` / r ( TOTAL AREA: 15Q244 SF PLANS _r_ - '�' '- r ��� � - '' - EXISTING' ' N x COMPACTOR, SEE ARCHITECTURAL PLANS. Y T SPACING. 1-A 2 3 CONCRETE PAVEMENT WITH 10' JOINT C-8.0 C-s.t C-al C D ENOTES COMPACT STALL - - - - NEW WALMART PARKING AREA STRIPING f G -�;� CCCCQ 00?Ct#C;C'� CCC CCCCCCC lCIG ' J _ AN C-150E-GR-NO I ( , _ F qg AC 5' SIDEWALK VNTH CRE'� ACC WO REMAIN ALMART 1 4� "TRUCK DRIVE" SIGN. SEE PLAN FOR LOCATION. C-$.4 c-a4 STRIPING IN EXISTING WALMART PARKING AREPARKING AS 30 FFE = 27.5' PROPOSED � 7 Q�IZHANG ON EI _ER _ DE. -�._ r,-. � ,-, � �' d t -- 1 , d t t 1 I t t -t t d 1 S lJ I RIGHT IN/ BUILDING A,; # g as REMOTE GARDEN CENTER UTILITIES BOLLARD, SEE UTILITY PLAN SHEET C-3.0. 0 2 CHAIN LINK FENCE WITH GATE Cyou e z. HONDA ° ` L TRANSFORMER I###### ,1 FOOTPRINT �e # # - I - s # I TIRE GAS STATION RIGHT OUT I # # I "' # I # 6 # # # 1 0 REMAIN. ACCESS e A - i AB NEW LIGHT POLE, BASE AND FIXTURES. REFER TO SITE LIGHTING 1 O PLAN SHEET C-3.1 FOR LIGHT POLE LOCATION AND INFORMATION. - - - - SAWCUT LOT LINE PARKING TO % BE RE -STRIP r AC # TO MATCH H _ E I I t I d t I! t I d t_ e _ R AJ 1 - - - T o- _' U NOT A PART n 1 S 4 p I- # t 9 D We - >- 31-/ �'_ ' OF PROJE T. C-s.t REFER TO MEP PLANS FOR SITE LIGHTING ELECTRICAL CIRCUITRY. �� 3 CART CORRAL I i H-a2 EXISTING . :� 5 - . , # Y_ d d d d d d i t t 1 # # # - 1 # I I # # I # I AIR _ SEE SHEET C 11 ® OUTDOOR GARDEN SALES AREA -- - _ .---� -- --- - GUIDE RAIL y .2 A- I t i i 2 = I d d t I d d-, d 1= FOR SITE PLAN NOTES DOOR Ffm2rss FINISH i-:-:.. r DOOR P e>•e_ e• eerlwlii�i ei' T } "L-2.62 12 r 2. AC d";$ dd z n ENVIRONMENTAL ✓ / / DOOR 1 I -' z / / fFL-2V7.52 CAGE. SEE ARCH //% $m I I I J nmN I SITE DATA EXISTING SITE ANALYSIS TABLE AC #. ; 1#,';' °F a.,c9 I .�. r FOUND7�' PLANS FOR //� ENCLOSURE/i J 1 ' 22 a AC #I�' SC° �' d _ DETAILS. �/. i AC P Dom zo>- I I _a7.so Doan V / / [] E T 1 23 ' f LIGHT LEGEND EXISTING LIGHT POLE AND FIXTURE EXISTING LEASE AREA a SITE LIGHTING PLAN FOR TYPES. S. SEE = 9.9 AC WALMART 134,352 SF - PARKING 618 STALLS* 25 STALLS - t I . IQ I I I ( I I : - s ; a FFs2�.�D ! p I I b l FOUNDf« �� _ `` € LS 2em t f _ �`q PROPOSED LEASE AREA PROPOSED LIGHT POLE AND FIXTURES. SEE LAND USE CLASSIFICATION �� SITE LIGHTING PLAN FOR TYPES. - 11 57 AC t ACCESSIBLE - CART CORRALS 10 DOUBLE =COMMERCIAL/MED. INDUSTRIAL RATIO 4.6 / 1000 GSF LAT.4r2wil.1a�2s =� ONG, 122-rs19'Ds9s, "' = ,.. - - I A r A e ° ®�_ __� ___ __�___�®,f�_ __m_o- - .y ' / 1 EXISTING SPEED BUMP ZONE PROPOSED DECORATIVE PEDESTRIAN W LIGHTING. SEE SITE LIGHTING PLAN FOR = CA (COMMERCIAL ARTERIAL) IM (INDUSTRIAL MEDIUM) *COUNT INCLUDES ACCESSIBLE SPACES AND SPACES USED BY CART CORRALS 1 / - TO REMAIN, REPAINT' .d , :,, 0 ° i I�"'NL PROPOSED GREASE RETAIL TO REMAIN. LLC 1�2OOR -• _0 IPA d INTERCEPT LS W TR YELLOW ✓ ARCH EP I _ -' Doi € PLAN t : NOfrA' PA 1 f - t I TYPES. LOCAL JURISDICTION ROOD ZONE CLASSIFICATION BUILDING DATA = CITE' OF RENTON, WA PROPOSED SITE ANALYSIS TABLE = ZONE X WALMART 150,244 SF ���' ,/M # - �C ONDAiL��f'kL€.. RSHIP - F PROJECT ;"'� / '� - ' j _ ° °> R OVE EXISTING - o # ® } S _- _- r. -��z"� ` # I ' <„a OF P T `_. �- ,� ; :.-I,{i`'"` ° # : "" I PARCEL NUMBERS = 1923059048, 1923059072 PARKING 634 STALLS EXISTING BUILDING = 134,352 SF ACCESSIBLE 18 STALLS EXPANSION = 15,892 SF PARKING DATA CART CORRALS 14 DOUBLE** RA110 4.2 1000 GSF / _ _ _ „ - i11` I - ._, r� s _ as ° € I� WALMART TOTAL = 150 244 SF EXISTING B LLD TOT 134,352 BUILDING AL= S F • r � r �uI IN t,i1€ice "- - ( I ,. t NCH MARK ^E----='" _ `'� ' 3 - EXISTING PARKING TOTAL 618 STALLS *COUNT INCLUDES ACCESSIBLE SPACES AND LANDSCAPING DATA SPACES USED BY CART CORRALS -r✓_®-'--"-- _ '1 i _ �k11.�iEl.cD SQ1iARE AT S.£"O- MOST 1 Y 7 2 Q€CT. VAVITS I WST SITE RAINIER *M SOUTH EXISTING WALMART PARKING RATIO LANDSCAPING REQUIREMENTS = 35 SF PER STALL - 4.6 PER 1,000 SF **SITE CONTAINS 10 EXISTING CART CORRALS. OWNER TO PROVIDE ADDITIONAL CORRALS. 'w ac ENGINEERS CONSTRUCTION RECORD CERTIFICATION >1s FULL ACCESS THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. (INCL NON LEASE AREAS, 730 STALLS) AFTER EXPANSION PARKING PROVIDED AREA REQUIRED = 25,550 SF STANDARD WIDE = 401 STALLS AREA PROVIDED = 27,765 SF �9,:,O: DON _ K BUILDING - (TRUCK ENTRANCE) GREET GRAPHICLLSCALE # THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE ' " i STANDARD WIDE) p s' COMPACT (8.5' x 1 ) = 156 STALLS = 59 STALLS ¢ - N SHOWN BASED UPON INFORMATION PROVIDED BY BUSH ROED 80 D 30 60 120 24o NEW CONSTRUCTION , f `' --'` & HITCHINGS, INC. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD FINISH N I k ( ! SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY PAINT STRIPE LEGEND ACCESSIBLE = 18 STALLS SWSL/4" SINGLE WHITE SOLID LINE / 4" WIDE EACH MEDIAN AGE = 35 YEARS TOTAL PARKING = 634 STALLS 40 # C SHOWN IS CONSISTENT WITH THE DESIGN IN SYSL/4 SINGLE YELLOW SOLID LINE / 4 WIDE EACH DESCRIBED ABOVE, NSTRUCTION 60 1 inch = 60 ft � / INTENT CEPT AS TED, AND ACCURATELY REPRESENTS THE EXISTING DYSL/4 DOUBLE YELLOW SOLID LINE / 4" WIDE EACH " WALMART PARKING RATIO = 4.2 SBYL/4 SINGLE BROKEN YELLOW LINE / 4 WIDE EACH PER 1 000 SF '� 5"m _- I CON ON NTRACTOR AND SU YOR PROVIDED RECORD INFORMATION. A� P AN TION Q A W CART CORRALS 14 CORRALS (28 ALL EXISTING PARKING TO REMAIN TO BE RESTRIPED WITH ONE COAT, NEW PARKING AREAS AND OVERLAY AREAS TO RENTON PARKING RATIO STALLS) Know what s below. 5.0 PER 1,000 SF Cla1zr ss� OhAL CAR ,-�� DATE "` 5 - CITY OF BE STRIPED WITH 2 COATS, PER PROJECT SPECIFICATIONS. ASSOCIATE STALLS MAX = 151 STALLS Call before OU d Y L D , _�- ��. w �l� SURVEYED: SCALE: VERTICAL: NAVD 1988 y o CITY OF RENTON HORIZONTAL" NAD 1983/1991 <, AS NOTED 'AImart T O DESIGNED: CITY _ sse DAM:08/31/2023 ,,, FlElDB00K: Q Approved by Date _ DRAWN .� R E N TO N Approved by Date _ sBB, MEB '--,-�O�NE-�IN-C�H���� -J DATUM RECORD DRAWING PACLAND 5 9 14 CHECKED: AT FULL Planning/Building/Public Buildin Public Works Dept. ( I g/ g/ p 1505 Westlake Ave. N. T (206) 522-9510 °�o �rsT ° STOR #2516-05 EXPANSION PAGE: DRAWING NO: SITE PLAN C-1.0 Suite 305 F _ NOT ONE INCH ��s Approved by. _ Date JAC E INC 522-83-m � R-418504 (206) SrONAL APPROVED C Seattle WA 98109 www.PAcLMD.COM Approved by Date N0. REVISION BY DATE APPR JAC SCALE ACCORDINGLY AS BUILT SHEET: 17 oF: IN COMPLIANCE WITH CITY OF RENTON STANDARDS A GRAPHIC SCALE 60 0 CCD #6 JSB 07/30/21 SURVEYED: SCALE: 0 30 60 120 240 TJK DESIGNED: JSB HORIZONTAL- L r� 1983/1991 AS NOTED CITY OF (;%Rl WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION DATE: 07/29/2021 OK :BOOK DRAWN: JSB ( IN FEET) RENTON N TO N DATUM , CONSTRUCTION DOCUMENTS PAGE:RIELD PAGE: PAGE DRAWING N0: 1 inch =60ft. CHECKED: RCJ Planning/Building/Public Works Dept. OVERALL SITE PLAN C2 NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. N0. REVISION BY DATE APPR APPROVED:: DA SHUT* OF: 3 17 z O z Q X W AS -BUILT SET LO W 10 i Uj I- », 15 14 a 19 TYP. 17 5 � sD T -/ TT - _" -- - T T T T 5 / 1 8 % III �0 - - - _ �II�� 25 19 TYP. 1 ADJUSTTOGRADE 15 i /I 20 7YP. illll 1 I 1 1 sD 14 / If I 10 1 1 20 TYP.--- 1 -� 0 9 I I I ---13 _III j 9 II 1 ii 1 i 1 6 1 4 14 1 1 a In / / % 1 � All� L. ����_ ��i� ---�� - L�� --- -- C -1 5 P / 18 4 13 - ,z - - - - - - 3° / / / ° ° a Qa 14a s° DEMOLITION PLAN A SD X SToR,GF � 0 � SD 21 = = I SITE PLAN DEMOLITION NOTES 33 30 TYP. 39 34 <PROPOSED BUILDING EXPANSION v v v v v v v v v v v v v v v v v v v v� VOTE: SEE SHEET C6 - UTILITY PLAN FOR THE UTILITY DEMOLITION PLAN AND THE JTILITY IMPROVEMENTS 23 TYP. x F- x X x SD X Xt�T� x SD TYP. 19 TYP. a 5 4 o I \\ 19 TYP. NF � 1655EVT 2 a X SD 23 TYP. X X X� SD 27 12 25 26 27 28 29 30 7 1 8 9 1 10 1 11 Al- 35 22 TYP. ,� 22 TYP. a 24 22 TYP. p 36 35 38 2 TYP. _ Z. I 1 'if £l %rol 9 91 Ll 81 l£ Z£ ££ 4£ S£ S1� 38 37 f 21 - 26 24 28 r 1 32 35 38 23 TYP. 23 P. ER OI 21 19 i 20 �1 21 22 23 24 \ 36 37 38, 39 40 1 r - 71 a EVT 24 1 21 - J - - - C� - - - - - - - - - - - �I A 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. FINDING THE ACTUAL LOCATION OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. IMPROVEMENTS SHOWN ON THE PROPOSED PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE FURTHERMORE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO THE CONTRACTORS FAILURE TO EXACTLY MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. PRIOR TO DEMOLITION OCCURRING, LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL Al RELOCATION OF UTILITIES. THE 11. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY SPECIFICATIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, AND EROSION CONTROL PLANS AND INSPECTION REPORTS (SWPPP). COMPANY THEMSELVES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS 12. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER/ENGINEER BEFORE COMMENCING RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE 4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START CONSTRUCTION OF THE AFFECTED ITEM. OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR MARKING ONSITE LOCATIONS OF EXISTING 13. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES. UTILITIES. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALL 5. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT OSHA PERFORMANCE CRITERIA. MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO 14. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. 6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE Al GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE 15. ANY RECYCLED MATERIAL TO BE STOCKPILED ON THE SITE SHALL BE STORED IN AS SMALL AN AREA AS PRACTICAL AND THE LOCATION OF ANY COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH STOCKPILE SHALL BE WELL CLEAR OF THE BUILDING PAD AREA AND THE LOCATION MUST BE PRE -APPROVED BY THE ENGINEER AND OWNER THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO PRIOR TO STOCKPILING. EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 16. QUANTITIES SHOWN HERE ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE ONLY AND NOT FOR BID PURPOSES. CONTRACTOR SHALL 7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING BARRICADES ENCLOSURES ETC. AND OTHER APPROPRIATE BEST ,( VERIFY QUANTITIES NECESSARY TO DEMO FACILITIES SHOWN. MANAGEMENT PRACTICES) AS APPROVED BY CITY AND OWNER. SHOULD REMOVAL Al RELOCATION ACTIVITIES DAMAGE EXISTING FACILITIES 17. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR. REFERENCE TO REMAIN, THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR ARCHITECTURAL PLANS FOR LIMITS OF BUILDING DEMOLITION. MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 8. CONTRACTOR SHALL LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS, BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR. 0 CCD #6 9. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 10. ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. NO. I REVISION SITE LEGEND EXISTING BUILDING TO REMAIN ® EXISTING BOLLARD TO REMAIN -X-X- EXISTING FENCE TO REMAIN EXISTING CURB& GUTTER TO REMAIN CAUTION - NOTICE TO CONTRACTOR IN a EXISTING STORM INLET TO REMAIN 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON EXISTING SIGN TO REMAIN MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE 0 EXISTING SITE LIGHTING TO REMAIN TIME OF SURVEY AND IS TO BE CONSIDERED AN 0 o APPROXIMATE LOCATION ONLY. IT IS THE ❑-EE EXISTING SITE LIGHTING TO BE RELOCATED CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY so EXISTING STORM SEWER MANHOLE TO REMAIN THE LOCATION OF ALL UTILITIES, PUBLIC OR Know what'sb e I ow. PRIVATE, WHETHER SHOWN ON THE PLANS OR COI I before you dig. EXISTING FIRE HYDRANT TO BE RELOCATED NOT, PRIOR TO CONSTRUCTION. REPORT ANY All PROPOSED FIRE HYDRANT DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. Ia EXISTING IRRIGATION VALVE TO REMAIN 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE EXISTING CONCRETE PAVEMENT CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH EXISTING ASPHALT PAVEMENT POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT SEAL COAT TO REMOVE EXISTING STRIPING FOR NEW PICKUP STALLS AND ASSOCIATED PARKING STALL MODIFICATIONS. EXISTING ASPHALT TO BE REMOVED LANDSCAPE AREA = PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER - - - - - - - PROPOSED SAWCUT LINE AND LIMITS OF REMOVAL SITE PLAN SCHEDULE NOTES O REMOVE EXISTING CURB AND GUTTER. O EXISTING CONCRETE SIDEWALK TO REMAIN. O EXISTING CONCRETE PAVEMENT TO REMAIN. O EXISTING ASPHALT TO REMAIN. O EXISTING CURB AND GUTTER TO REMAIN. O EXISTING LIGHT POLE TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. SHORING MAY BE REQUIRED DURING CONSTRUCTION. O EXISTING FIRE HYDRANT TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. O8 EXISTING STORM MANHOLE TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. O REMOVE EXISTING LANDSCAPING. 10 EXISTING LANDSCAPING TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. CONTRACTOR TO REPLACE ANY DAMAGED LANDSCAPING. 11 EXISTING FIRE HYDRANT TO BE REMOVED AND SALVAGED TO CITY OF RENTON. (SEE UTILITY PLAN) 12 EXISTING LIGHT POLE TO BE REMOVED AND RELOCATED. BASE TO BE REMOVED AND LIGHT FIXTURE AND POST TO BE SALVAGED FOR RE -USE. 13 EXISTING CONCRETE SIDEWALK TO BE REMOVED. 14 SAWCUT EXISTING PAVEMENT TO CLEAN EDGE AND REMOVE PAVEMENT WITHIN SAWCUT BOUNDARY, BOTH ASPHALT AND CONCRETE. 15 EXISTING STORM SEWER INLET TO REMAIN AND TO BE PROTECTED THROUGHOUT CONSTRUCTION. 16 EXISTING STOP SIGN TO REMAIN. 17 EXISTING PAVEMENT MARKINGS TO REMAIN. 18 EXISTING PAVEMENT MARKINGS TO BE REMOVED. 19 EXISTING PARKING STRIPING TO REMAIN. 30 20 EXISTING PARKING STRIPING TO BE REMOVED. 21 PROPOSED ASPHALT PAVEMENT (SEE SITE DETAILS). 22 PROPOSED PICKUP STALL STRIPING (SEE SITE DETAILS). 23 PROPOSED PICKUP STALL SIGNAGE MOUNTED ON BOLLARD/BREAKAWAY POST AS SHOWN ON PLAN (SEE SITE DETAILS). 24 PROPOSED CURB AND GUTTER (SEE SITE DETAILS). 25 EXISTING LANDSCAPING TO BE REMOVED 26 PROPOSED LANDSCAPING TO MATCH PREVIOUS CONDITIONS 27 PROPOSED LOCATION FOR EXISTING LIGHT POLE AND FIXTURE TO BE RELOCATED. (SEE UTILITY PLAN) 28 PROPOSED STOP BAR AND LETTERING PAVEMENT MARKING. (SEE SITE DETAILS) 29 PROPOSED BUILDING ADDITION. (SEE ARCHITECTURAL PLANS) 30 PROPOSED CONCRETE SIDEWALK, REFERENCE PLAN FOR WIDTH. (SEE SITE DETAILS) 31 PROPOSED CONCRETE PAD FOR FIRE HYDRANT MOUNTING. (SEE SITE DETAILS) 32 PROPOSED ASSOCIATE CROSSWALK. (SEE SITE DETAILS) 33 PROPOSED CONCRETE BOLLARD. (SEE SITE DETAILS) 34 PROPOSED CONCRETE RAMP. (SEE SITE DETAILS) 35 PROPOSED R1-56 "STOP HERE FOR PEDESTRIANS" SIGNAGE. (SEE SITE DETAILS) 36 PROPOSED R5-1 "DO NOT ENTER SIGNAGE". (SEE SITE DETAILS) 37 PROPOSED 30"X30" STOP SIGN. (SEE SITE DETAILS) 38 NEW SIGN MOUNTING AND BASE WITH BREAKAWAY POST 39 PROPOSED PICKUP SIGNAGE, MOUNTED TO WALL 40 EXISTING STORM SEWER MANHOLE TO BE REMOVED GRAPHIC SCALE 0 15 30 60 ( IN FEET) 1 inch = 30 ft. rA�r� % c� �'✓p 56606 s`s�Oh'AL 6 08/31 /2023 JSB 07/30/21 SURVEYED. SCALE: TJK HORIZONTAL- DESIGNED: AS NOTED %CITY OF JSB Co RENTON DRAWN: JSB • DATUM CHECKED: RCJ Planning/Building/Public Works Dept. BY DATE APPR APPROVED: BDA KEY MAP NOT TO SCALE PARKING INFORMATION **TOTAL PARKING PROVIDED TOTAL PARKING RATIO BUILDING SO. FT. SPACES SPACES APPROX. 150,158 SF 837 SPACES (EXISTING) 5.57/1,000 SF OF BUILDING AREA (EXISTING) APPROX. 154,705 SF 825 SPACES (PROPOSED) 5.33/1,000 SF OF BUILDING AREA (PROPOSED) PROPOSED PARKING INCLUDES 41 PICKUP STALLS * EXISTING BUILDING SQUARE FOOTAGE FROM WALMART'S ELECTRONIC OWNER'S MANUAL ** PARKING COUNT IS FROM WALMART'S ELECTRONIC OWNER'S MANUAL AND DOES NOT INCLUDE CART CORRALS *** ALL PICKUP PARKING STALLS TO BE A MINIMUM OF 10'X18' (12' O.C.) IN VICINITY OF CANOPY. ADDITIONAL PICKUP STALLS INDICATED ON PLAN TO MATCH TYPICAL DIMENSIONS SHOWN. SITE NOTES 120 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL CURBED RADII ARE TO BE 2' OR 10' UNLESS OTHERWISE NOTED. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. 8. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS". 9. ALL EXISTING UTILITIES SHOWN WITHIN THE CONSTRUCTION LIMITS TO REMAIN TO BE PROTECTED IN PLACE. SWPPP NOTES CONTRACTOR SHALL PREVENT ANY EROSION Al SEDIMENTATION TRANSPORT FROM BEING RELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL UTILIZE BMP'S (STRAW WATTLES, SILT DIKE ON PAVEMENT, ETC.) AS NECESSARY TO PREVENT RUNOFF FROM THE REPAIR AREAS. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION A THEIR COST. NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK. NOTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT DRAWINGS, TESTS, REPORTS Al ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. PERVIOUS AREAS TABLE REDUCTION IN PERVIOUS AREAS PROPOSED PERVIOUS AREAS NET PERVIOUS AREA LOSS 1151.50 SF 331.00 SF 820.50 SF z R-418505 O m Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 0- X /W I..L U_ 0- WALMART #2516 07/29/2021 nELDBOOK:B00K PAGEI PAGE WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS DEMOLITION & SITE PLAN Q DRAWINGC2.1 2 • 1 SHEET- 4 OF. 17 0 O 0 LD 0 z I 0 M O N LO N O O lil z W J AS -BUILT SET 00 T SIGNAGE & STRIPING SCHEDULE NOTES �SW 7TH STREET PROPOSED PICKUP PICK-UP SIGNAGE, RIGHT. SEE DETAIL SHEET C3. PROPOSED PICKUP PICK-UP SIGNAGE, LEFT. SEE DETAIL SHEET C3. W— — — — — — — — — — — — — — — — — — — — SITE SIGNAGE LEGEND — — PROPERTY LINE I PROPOSED PATH OF TRAVEL FOR PICKUP CUSTOMER. V 2 d tT w � PROPOSED PICKUP AREA I 2 ISO w I Pickup Q �' w T I 0 Q SITE SIGNAGE NOTES T O r - PICKUP AREA 1 ILPREPARED 1. THIS PLAN WAS PREPARED BASED ON THE ORIGINAL CONSTRUCTION PLANS BY PACLAND, DATED 05/09/2014. THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL FIELD CONDITIONS MAY VARY SIGNIFICANTLY FROM THIS DRAWING. dt 2. REFERENCE SITE DETAILS FOR SIGN LOCATION & VESTIBULE CROSSWALK DETAILS FOR SITE SIGNAGE OFFSETS. I z I # , I i I ODO O0000 0 0 OI 0 _ y � SUPERCENTER wo I - u #02516-249 i -A& ihw--O — — I C - W 1 � I T : E _ GRAPHIC SCALE 60 0 30 60 120 240 ' ■ ( IN FEET) a 1 inch = 60 ft. I 1 i`1 + R-418506 SON a� T-418501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS a IL I ' d4w _ • + I � � rAo �56606 I " NAL G 6 08/31 /2023 0 CCD #6 JSB 07/30/21 SURVEYED: TJK DESIGNED: JSB SCALE: HORIZONTAL- AS NOTED NAD 1983/199, ® CITY OF WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION DAB' 07/29/2021 FlELDBOOK:BOO DRAWN: Adit--1 R EN TON PAGE. PAGE JSB CONSTRUCTION DOCUMENTS DRAWING N0: NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. CHECKED. DATUM Planning/Building/Public Works Dept. DIRECTIONAL SIGNAGE PLAN C3 NO. REVISION BY DATE APPR APPROVED. DA SHEET- 6 OF, 17 LO co T I W Reserved Reserved O Reserved LO co Reserved I O � � O Reserved / Reserved FReserved O \ Reserved StaII ueslgnatlon 51gns 18" x 18" 2.25 SF Reserved 0 Reserved 0 Reserved Reserved 00 Reserved 00 Reserved 0 Reserved 0 Logo Signs (Large) Also Pickup Hours sign size 36" x 18" 0 Lug f�oQ poc�l�ap9 p1Qa�Q c�DOo 555-555-5555 Logo Signs (Small) Call In Sign 18"x8" 1.00SF 18"x8" 1.00SF Reserved i Reserved O Reserved 0 Weser ed 280 Reserved Reserved 0 3 uUp Directional Signs (Left / Straight / Right) 18" x 24" 3.00 SF Reserved q) Reserved O J Reserved 0 \ J KeserVed 0° \ i Reserved Reserved O SIGNS FURNISHED BY WALMART, ATTACHMENT TO WALL OR BOLLARD BY G.C. Parking Stall Placard Reserved 0 deserved �0 Reserved 0 Reserved O 0�000 0 0 "PICKUP" SIGNAGE N.T.S. NOTE: ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR ARE TO BE INSTALLED ON A NOTES FOR SINGLE POST WITH SINGLE POST WITH BOLLARD. BOLLARD: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. AT INTERSECTIONS AT INTERSECTIONS HIGHWAY ADMINISTRATION'S AT CROSSWALKS AT INTERSECTIONS 36" STOP SIGN AT """"""" "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS _ SPECIFIED. MOUNT SIGNS TO NOTE: ' POST IN ACCORDANCE WITH HERE OR ' SIGNS SHALL HAVE MANUFACTURER'S jeT DIAMOND GRADE, ASTM INSTRUCTIONS. FUR TYPE XI, SHEETING. 2. GALVANIZED SQUARE TUBE POST TUBES - 2"X2" 12ga GALVANIZED POST TUBE SHALL MEET ASTM GALVANIZED SQUARE TUBE A1011 GRADE 50. SQUARE TUBE NOTE: POST TUBE GALVANIZED AS PER THE MIN. HEIGHT OF ASTM A653 GRADE 90. z THE BOTTOM OF THE LOWEST SIGN SHALL USE 4" SCH. 40 STEEL PIPE FILLED I BE 7' 0" W/ CONCRETE WITH TOP ROUNDED .i SEE BREAK AWAY AND PAINTED TRAFFIC YELLOW ?I TUBE POST SLOPE TOP SLOPE TOP OF CONCRETE �. OF CONCRETE PAVED SURFACE GROUND SURFACE } Q 3500 P.S.I. P.C. �, l�':, 3500 P.S.I. P.C. QCONCRETE BASE I I; ; CONCRETE BASE ..I �., LL n� LL 0 O W Q0 18" C7 4 SINGLE POST WITH BOLLARD DOUBLE POST WITH BREAK AWAY POSTS H.ERERE� OR f FOR I GALVANIZED SQUARETUBE NOTE: THE MIN. HEIGHT OF z THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" SEE BREAK AWAY TUBE POST SLOPE TOP OF CONCRETE GROUND SURFACE I NOTES FOR SINGLE POST WITH BREAK AWAY POST: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE POST TUBES - 2"X2" 12ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4" 12ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGNPOST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. - NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE T-0" 5/16" GR. 5 5/16" GR. 5 SERRATED Q FLANGED BOLT FLANGED NUT O 3500 P.S.I. P.C. 3: CONCRETE BA O > a N Z Q g2 O O 12"� "' GROUND LU SURFACE 4 PLAN VIEW PARTIAL ELEVATION SINGLE POST WITH BREAK AWAY POST SQUARE TUBE BREAK AWAY POST NEVER LESS THAN 9' LAYOUT PER STRIPING NEVER LESS THAN 9' NEVER LESS THAN 9' LAYOUT PER STRIPING (UNLESS STOP SIGN IS USED) DETAIL/SITE PLAN (UNLESS STOP SIGN IS USED) (UNLESS STOP SIGN IS USED) LAYOUT PER STRIPING NEVER LESS THAN 9' DETAIL/SITE PLAN LAYOUT PER STRIPING DETAIL/SITE PLAN (UNLESS STOP SIGN IS USED) DETAIL/SITE PLAN , . :.., 4'-0" LD N z� -1 4 0 4 0 L7N _ oQ o - o z� o 00 � wQ LL� w< o= 0 o LL w m � c� NO SIGNS SHALL BE NO SIGNS SHALL BE Q o NO SIGNS SHALL BE NO SIGNS SHALL BE LOCATED WITHIN > LOCATED WITHIN LOCATED WITHIN LOCATED WITHIN ¢ O SHADED AREAS > 30" "STOP" SIGN SHADED AREAS SHADED AREAS SHADED AREAS SHOWN IN DETAILS SHOWN IN DETAILS MOUNTED TO POST SHOWN IN DETAILS SHOWN IN DETAILS ' STOP" SIGN "STOP FOR PEDESTRIAN" SIGN WITH BREAK AWAY "STOP" SIGN ONLY ON ONLY ON POST STOP FOR PEDESTRIAN" SIGN ON POST ON POST (ALL SIGNS EQUAL TO 30' 'STOP' SIGN MOUNTED OR GREATER THAN 36" IN POST "STOP" "STOP FOR PEDESTRIAN" SIGN POST WITH BOLLARD WITH BOLLARD (ALL SIGNS EQUAL TO OR GREATER TO POST WITH BREAK WIDTH SHALL BE MOUNTED ON 36" SIGN ON POST WITH BOLLARD "STOP FOR PEDESTRIAN" SIGN THAN 36' IN WIDTH SHALL BE AWAY POST POST WITH BOLLARD) SHALL BE INSTALLED ON POST WITH BOLLARD MOUNTED ON POST WITH BOLLARD) 36" "STOP" SIGN SHALL BE ON POST WITH INSTALLED ON POST WITH BOLLARD PAINTED ENDCAP - 60° CURBED ISLAND 60° BOLLARD CURBED ISLAND - 90' PAINTED ENDCAP - 90° SIGN LOCATIONS - 90° PARKING SIGN LOCATIONS - 60' PARKING SIGN LOCATIONS - 90° PARKING SIGN LOCATIONS 60° PARKING SIGN MOUNTING AND BASE #3 TIES AT 16" O.C. 5/8"x 12' (MIN) COPPERWELD GROUND ROD CONNECTED TO EQUIPMENT GROUND WIRE AT EXISTING SALVAGED POLE. B CONNECT ALL EQUIPMENT B 4-#8 VERTICAL GROUND LUG IN POLE POLE SHALL BE MADE GROUND CONDUCTORS TO REINFORCING PLUMB WITH LEVELING NUTS. GROUNDING LUG IN POLE BARS PLACED INSTALLATION IN CONCRETE ADJACENT TO PAVING REQUIRES CONTINUOUS TEMPORARY CAP ALL CONDUIT ANCHOR BOLTS 1/2" EXPANSION JOINT MATERIAL HAND HOLE WITH COVER ALL AROUND. SEAL WITH JOINT SEALER PER SPECIFICATIONS 1'-6" FROM BASE OF POLE. 5/8"x 12' COPPERWELD GROUND ROD CONDUIT AS REQUIRED 4"x 6" MIN. / CONNECTED TO EQUIPMENT GROUND JUNCTION BOX (POLES WIRE AT GROUND LUG IN POLE DESIGNATED WITH "CAM" SUFFIX DETAIL "C" \ iv SECTION "A —A" ONLY, I.E. BV-CAM), LOCATE BETWEEN TOP AND SECOND TIES PROVIDE JUNCTION BOX ON POLES DESIGNATED WITH "CAM" SUFFIX ONLY (I.E. A I A BV-CAM). REFER SITE PLAN FOR SECURITY I I I n POLE -TO -BASE PLATE WELD E POLE LOCATIONS. I (4) ANCHOR BOLTS 1.25" DIA. SHALL COMPLY WITH AWS ANCHOR o x 42" LONG x 6" HOOK SPECS. AT TOP AND BOTTOM BOLTS FINISH GRADE M OF BASE PLATE I BASE PLATE BOLT HOLE 45' TYP POLE BASE PLATE D 0'-3 3/4" � BOLT PATTERN PER ��fV�` MANUFACTURER'S N iv M 2" SECURITY CAMERA CONDUIT RECOMMENDATION o ^ (POLES DESIGNATED WITH _ 4-#8x8' (MIN) LONG BARS CAM" SUFFIX ONLY, I.E. EQUALLY SPACED °D BV-CAM) o 24" DIA. CONCRETE FOUNDATION 1" MIN. LIGHTING CONDUIT I #3 TIES ®16" O.C. MAX LIGHT FIXTURE ORIENTATION (SEE SITE PLAN FOR JUNCTION BOX (POLES DESIGNATED VERTICAL AND HORIZONTAL ORIENTATION TO BUILDING) WITH "CAM" SUFFIX ONLY, I.E. BARS SHALL BE FIELD TIED. 3" MINIMUM COVER TYP BV-CAM), FLUSH WITH FACE OF WELDING NOT PERMITTED. LIGHT POLE BASE. LOCATE SUPPORT REINFORCEMENT IN JUNCTION BOX TOWARDS FRONT OF ITS PROPER LOCATION FROM J BOLT COVER TYPICAL BUILDING. JUNCTION BOX SHALL THE FORMWORK DURING �� SECTION B—B", BE CARLON PART NUMBER E1212C24 WITH E1212DIV FIELD CONCRETE OPERATION. N z INSTALLABLE DIVIDER REFER 2' BELOW FROST LINE 24" SPECIFICATIONS HANDHOLE WITH COVER REMOVED DIAMETER BURNDY COPPER #KPA4C GROUNDING LUG WELDED SCRULUG AND TIN PLATED TO INSIDE OF POLE NUT AND BOLT OR BURNDY COPPER #KC20 SERVIT TWO PIECE BOLT ATTACHED TO GROUNDING LUG COVER REQUIRED NOTES: #4 GROUND CABLE ATTACHED 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL LOCKING WASHER _ _ TO GROUND ROD 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. IF SUPPLIED BY NUT 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED SITE LIGHTING VENDOR FILL PER SPECIFICATIONS. 5" MIN., 5.5" MAX. 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. WASHER BOLT PROJECTION 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE LEVELING NUT VALUE OF 1000 PSF. (MAX 1" FROM 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL CONCRETE) BASE PLATE PER PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS SPECIFICATIONS WITH OVERTURNING LOADS". ANCHOR BOLT 7. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT. >� >� DETAIL C 8. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN -PLACE. PRE -CAST LIGHT POLE BASE FOUNDATIONS ARE NOT ACCEPTABLE. N 12 1/2" / 6 BOLT CIRCLE N a a RADIU TYPICAL ANCHOR BOLT SPACING TYPICAL LIGHTING POLE BASE DETAIL N.T.S. TYPICAL LIGHTING POLE BASE DETAIL 10/02/07 NO. CCD #6 REVISION JSB 07/30/21 SURVEYED: JK DESIGNED: JSB DRAWN: JSB CHECKED: RCJ BY DATE APPR APPROVED: BDA NOTES: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. r F- 6" TYP 2'-0" TYP , 02 AS -BUILT SET < PAINTED TRAFFIC WHITE ASSOCIATE PATH DETAIL N.T.S MANHOLE, FOR TRAFFIC CLEAN -OUT DETAIL LAYOUT PER STRIPING EQ EQ O a DETAIL/SITE PLAN ' O LAYOUT PER STRIPING EQ . EQ , DETAIUSITE PLAN POST WITH SIGN(S)ij� ,- NEVER LESS THAN 9' (UNLESS STOP SIGN IS POST WITH S GN(S) USED) PAINTED ENDCAP - 90° CURBED ISLAND - 90' SIGN LOCATIONS - 90° PARKING SIGN LOCATIONS - 90' PARKING Mckup 4 GALVANIZED SQUARE TUBE SEE REMOVABLE V SQUARE TUBE a POST O SLOPE TOP OF CONCRETE GROUND SURFACE 4 CONCRETE BASE O - N TYPICAL DIRECTIONAL SIGNAGE IN CURBED ISLAND GROUND SURFACE DRIVEN DIRECTLY INTO GROUND Mckup 4 0 N X Q O TYPICAL DIRECTIONAL SIGNAGE DRIVEN DIRECTLY INTO GROUND Mckup GALVANIZED SQUARE TUBE SLOPE TOP OF CONCRETE USE 4" SCH. 40 XX STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND o PAINTED TRAFFIC - YELLOW I N GROUND SURFACE 3000 P.S.I. P.C. CONCRETE BASE o N TYPICAL DIRECTIONAL SIGNAGE IN PAVEMENT A SCALE: HOR HORIZONTAL NAD 1983/1991 AS NOTED % CITY OF RENTON DATUM Planning/Building/Public Works Dept. ASPHALT OR CONCRETE PAVING SEE GRADING PLAN 24"X24"X6"D CONCRETE COLLAR IN PAVED AREAS CLEAN OUT PLUG, 3" BELOW PAVING LONG SWEEP WYE NOTES 4. CLEAN OUT LOCATIONS INDICATED ON GRADING & UTILITY PLANS 3. "CO" PROVIDE CLEANOUTS AS SPECIFIED BELOW: ZURN Z-1400 CLEAN OUTS IN NON -TRAFFIC AREAS & SIDEWALKS ZURN Z-1449 CLEAN OUTS IN LANDSCAPED AREAS ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE STATION" TYPE MANHOLE, OPW #104 Al2 DOVER CORPJOPW DIV. NOT TO SCALE NOTE: GUTTER SLOPE TO MATCH m m ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. u u 0 0 Y m LL 1/2" MIN. RADIUS 1" MAX. RADIUS 6" 11 MIN. 17" MAX. �P.C.CONCRETE CONTRACTOR TO PROVIDE PRIME COAT AND TACK � COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 12" 18" MIN. 24" MAX. " �//�\K\K\/��\// MA 1/XINRADIUSS ASPHALTIC CONCRETE PAVING SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. TYPE "A" CONCRETE CURB AND GUTTER r� N.T.S. DTCURBA 12/17/04 C 06 SS�ONAL R-418507 Z 0 -41 t35VL Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q X LLI 0- DATE i U_ WALMART #2516 07/29/2021 WALMART SUPERCENTER PICKUP EXPANSION PAGE: OKIr :BOOK Q CONSTRUCTION DOCUMENTS DRAM PAGE DRAWING N0: SITE DETAILS (SHEET 1) C4 Q SHEET: OF: 7 17 AS -BUILT SET M N 0 N 00 U 0 LD 0 z I 3 vi 'o a1 0 v `o c c co , U 0 U I M U I LO _ a rn 0 U rn 0 a1 •c 0 M I O N T LO N O O O r I 0 0 0 3 a / w a W J a MO W T ADDITIONAL SPARK 1 C) PICKUP SIGN ON BACK WHEN BACK FACES PUBLIC STREET. 1 ALIGN TO TOP. Uj W BEGIN U-BOLT NUMBERING AT STALL CLOSEST BOLT LOCATIONS TO THE PICKUP PER STANDARD DOOR. WITH SPACER AS �y5gy5ggr�g$� FOR LEVEL SIGN MOUNTING USE 4" SCH. 40 iv STEEL PIPE FILLED LO 00 C° W/ CONCRETE WITH CO TOP ROUNDED AND PAINTED TRAFFIC T U-BOLT NUT YELLOW LOCATIONS "K" SIGN HOSE CLAMP io T SLOPE TOP SLOPE TOP 1 OF CONCRETE o OF CONCRETE o GROUND SURFACE `- GROUND SURFACE ` O 3000 P.S.I. P.C. 3000 P.S.I. P.C. a CONCRETE BASE CD CONCRETE BASE G N FRONT VIEW SIDE VIEW TYPICAL PARKING SIGNAGE IN PAVEMENT 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. 0 2'-0" 1 a PAVEMENT OR FINISHED GRADE 0 /�Y ° -a-" 3" COVER U VAj _ OVER FOOTING J O \ FILL POST w/ CONCRETE o m Z a Z 3 3500 PSI P.C. CONCRETEMINIMUM V�L I (TYP.) 3"MINA\%a° as \ ��/ i\/ NOTE: 1'-6' ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW PIPE BOLLARD N.T.S. DTGRDPST 08/17/09 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 NOTES: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE POST TUBES - 2"x2"x3/16" 12ga POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 12ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. N STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP C° GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. 5/16" GR. 5 O FLANGED BOLT �_ rn q 5/16" GR. 5 0 N b0 SERRATED PP FLANGED NUT O GROUND 8 SURFACE PLAN VIEW PARTIAL ELEVATION REMOVABLE SQUARE TUBE POST TRAFFIC YELLOW (SEE NOTE 1) - III,7 I I„ II III �I I, „I 11I 11 I F ELEVATION NOTES: 1. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. WAL-MART LIGHT BASE DETAIL N.T.S. 10/02/07 WAL-MART LIGHT BASE CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28• MAX, 16" MAX. FLAT SLAB TOP 48", 54". 60", 72", 84", 96'. 120" OR 144" EE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER 12" (TYP) ;MAX..'* -TT , 1"MIN"O'RING IN24" MIN. 2.5' MFORCING STEEL, (TYP.) 12" . ?GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) s• s- SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3, 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3, 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72- 6" 8" 60" 12' 84' 8" 12" 72" 12" 96' 8" 12' 84" 12• 120" 10" 12" 96" 12' 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP SOLID WALL PVC PROFILE WALL PVCI 48" 24" 30" 24" 30" 30" 54" 30' 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72' 42" 1 54" 1 42' 48" 48" 84" 64' 60" 54' 48" 48" 96" 80• 72' 60" 4W 48" 120" 66' 1 84" 60" 48" 48' 144" 78" 1 96" 60' 48' 48" CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 2 STD. SPEC. 9-05.12(1) I'STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD" PLAN - 201.00 ♦(�R PUBLIC WORKS CATCH BASIN TYPE 2 9/z8/2018 PR DEPARTMENT GAZ P"m. w•.P. nem, DATE NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. 1.5" ACC SURFACE COURSE I� 1.5" ACC BINDER COURSE 5" AGGREGATE BASE COURSE a PER SPECIFICATION 0271S 4 12" P.C.CONC. a 7" SCARIFIED & RECOMPACTED SOIL PROOFROLL EXPOSED SUBGRADE SOILS. PLACE MOISURE CONDITIONED, PROPERLY COMPACTED SUB -BASE PER WAL-MART SPECIFICATION 02300. STANDARD DUTY ASPHALT PAVING PAVING DETAILS N.T.S. T G.C. TO ORDER SIGN STENCILS FROM JONATHON THOMPSON AT OUTLINE INDUSTRIES OR CALL 1.800.STENCILS DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2„ 24" r 2 112" DIA. HOLE �G d Q Q Q m TOP ISOMETRIC J- l NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS PLAN VIEW 1"DEEPSAWED JOINT (TYP.) SEE SITE PLAN 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" SLOPE 1/4" /FT. MAX. (TYP) 2" 5.0' 1 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' (TYP) 1/2"R .d 4 (TYP) o • O o 4. o0 4"�TYPI I PC CONCRETE NOTE: (TYP) 4' WHERE REQUIRED REINFORCEMENT 4" AGGREGATE BASE (TYP) SECTION A WILL BE No. 3 BARS 24" O.C. -A EACH WAY MAX. SPACING, OR COURSE COMPACTED TO SECTION B - B 6x6-W1.4XW1.4WWF 90%STD. PROCTOR (TYP) CONCRETE SIDEWALK N.T.S. SEE SITE PLAN FOR TYPE OF ARROW (RIGHT, LEFT OR AHEAD) DIRECTIONAL PAVEMENT MARKINGS N..S. 1/2. BOLT -DOWN SLOT, Iq- SEE DETAIL AND NOTE 1 1 1I14- I TI I I BOLT -DOWN SLOT DETAIL SEE NOTE i I••� 3» R26", SEE NOTE 2 1 112" 4 314' -+ + 1 1/2" T 1 518t� T T- 3' R39", SEE NOTE 2 SECTION A SECTION B NOTES: . 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE +1/2" VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"A 1 NC x 2" ALLEN 4" HEAD CAP SCREW BY BEING TAPPED, OR OTHER . HOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. HANDLE 1 1 Z ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. SECTION C 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.10 ,•�• PUBLIC WORKS DEPARTMENT RECTANGULAR SOLID METAL COVER [G7Z 9/28/2018 ��� DATF P"bl,c N'n., Pd :45 Al 56606 ss�ONAL NO. CCD #6 REVISION :45 AN NOTE: PAVEMENT MARKING SHALL MEET UNISPEC SECTION 02765 - PAVEMENT MARKING ARROWS SHALL BE PAINTED P126 TYP 11-1/4' BEND 22-1/2° BEND 45' BEND CAP TEE V90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45- BEND 11 1/4' 90' 45' BEND 11 1/4' go' 45' BEND it 1/4' FlTTING BEND TEE CAP OR PLUG & 22 1/2- BEND TEE CAP OR PLUG & 22 1/2- BEND TEE CAP OR PLUG & 22 1/2- BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2:2 1.6 1.6 1.0 6 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12 53.0 37.5 37.5 15.0 26.5 10.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. Y-O" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' TRUST BLOCK BEARING REA REFERS TO THE .ACE OF BLOCK MEASURED IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2-). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 � DEPARTMENT HORIZONTAL AND DOWNWARD o VERTICAL BENDS MARCH 2O10 JSB 07/30/21 SURVEYED: JK DESIGNED: JSB DRAWN: JSB CHECKED: RCJ BY DATE AP. R APPROVED:BDA SCALE: AS NOTED EXTEND NEW TOP COURSE 1 FOOT PAST TRENCH AND OVER EXISTING BINDER I, I I I NEW TOP ASPHALT COURSE NEW BINDER AND BASE ASPHALT COURSE NEW SUBBASE COURSE SAW CUT EXISTING PAVEMENT (TYP.) EXISTING TOP ASPHALT ASPHALT TACK COAT EXISTING EDGES OF PAVEMENT MINIMUM 2' WIDE OR 6" MIN. EITHER SIDE OF UTILITY, WHICHEVER IS GREATER CITY OF RENTON Planning/Building/Public Works Dept. EXISTING SUBBASE LIMIT OF TRENCH EXCAVATION BACKFILL PER EARTHWORK SPECIFICATION UTILITY CONDUIT IF UNSTABLE MATERIAL IS ENCOUNTERED, EXCAVATE TO OBTAIN ASTABLE BOTTOM UTILITY TRENCH DETAIL NTS PVC ROOF OR CANOPY DRAINS TO BUILDING (SIZE VARIES) SEE PLAN & PROFILE SHEET FOR ACTUAL al ►7[�79��Ii'�J: DISTANCE OF 45° TO TIE IN VARIES WITH ELEVATION OF STORM MAIN USE INSERTA TEE TO MAKE CONNECTION TO MAIN PRIVATE 8" STORM SEWER CONTRACTOR TO ADJUST ANGLE AS NECESSARY TO ACCOMMODATE DOWNSPOUT LEADER FROM BUILDING. CONTRACTOR TO MAINTAIN POSITIVE ANGLE TO ENSURE PROPER DRAINAGE IN MAIN LINE. ROOT DRAIN CONNECTION TO STORM SEWER SCALES: NOT TO SCALE INSERTA TEE INSTALLATION INSTRUCTIONS U.S PAT No. 4365829 CANADIAN PAT. No. 1171114 USE HOLE SAW CORE BITS FOR PVC, RIBBED AND POLYETHYLENE PIPE. USE DIAMOND CORE BITS FOR CONCRETE, CLAY, D.I. AND FIBERGLASS PIPE. TOOLS REQUIRED: 1. HAND HELD DRILL WITH HOLE SAWS RECOMMENDED FOR 4" 6" & 8" INSERTA TEEs. TIE DOWN CORING MACHINE RECOMMEND FOR 10" & 12" INSERTA TEEs. AND ALL DIAMOND BITES. 2. BITS INSERTA TEE SIZE BITE (HOLE) DIAMETER 4" (100mm). . . . . . . . . . .4 1/2" (112.5mm) 6" (150mm). . . . . . . . . . .6 1/2" (162.5mm) 8" (200mm). . . . . . . . . . .8 3/4" (218.8mm) 10" (250mm). . . . . . . . . .10 7/8" (271.9mm) 12" (100mm). . . . . . . . . .12 7/8" (321.9mm) 3. 6 lb. (2.7kg) HAMMER AND 2" (50mm) x 4" (100mm) BOARD 4. 16 oz. BOTTLE OF INSERTA TEE SOLUTION SUPPLIED WITH ORDER. INSERTA TEE INSTALLATION PROCEDURE 1. CORE THE PROPER SIZE HOLE. SEE BIT DIAMETERS LISTED ABOVE 2. INSERT THE RUBBER SLEEVE INTO THE CORE HOLE WITH THE GOLD VERTICAL LINE ON THE RUBBER SLEEVE FACING TO THE SIDE OF THE MAINLINE. THE UPPER SEGMENT SHOULD BE ON TOP OF THE WALL OR RIB AND THE LOWER SEGMENT (PVC, RIBBED, & POLYETHYLENE PIPE ONLY) SHOULD BE ON THE INSIDE OF THE PIPE. 3. APPLY THE INSERTA TEE SOLUTION SUPPLIED TO THE INSIDE OF THE RUBBER SLEEVE AND TO THE OUTSIDE OF THE PVC HUB ADAPTER. CAUTION! DO NOT USE AN OIL BASED LUBRICANT! 4. PLACE THE PVC HUB ADAPTER INTO THE RUBBER SLEEVE. MAKE SURE THAT THE RED VERTICAL LINE ON THE PVC HUB ADAPTER IS IN LINE WITH THE GOLD VERTICAL LINE ON THE RUBBER SLEEVE. 5. PLACE THE 2x4 BOARD ONTO THE TOP OF PVC HUB ADAPTER. 6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ADAPTER IS A DEPTH MARK. THIS TELLS THE INSTALLER JUST HOW FAR TO DRIVE THE ADAPTER INTO THE RUBBER SLEEVE. DRIVE THE PVC HUB ADAPTER INTO THE RUBBER SLEEVE TO WHERE THE HORIZONTAL RED LINE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE RUBBER SLEEVE. 7. PLACE THE STAINLESS BAND AROUND THE TOP OF THE RUBBER SLEEVE AND TIGHTEN DOWN. 8. INSTALL SIDE SERVICE PIPE IN NORMAL MANNER. 6 R-418508 z T-41850i O in Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS ^Q I..L X ui I..L U_ WALMART #2516 07/29/2021 FlEL°BOOK:BOOK L PAGE WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS SITE DETAILS (SHEET 2) DRAW RAWINGC4• 1 SHEEP: OF: 8 17 AS -BUILT SET LO 00 T I W I— ATER PLAN GENERAL NOTES Standard Plan No. 300 r 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. W ti�Y o PUBLIC WORKS STD. PLAN - 300.0 •` ` DEPARTMENT WATER PLAN GENERAL NOTES MARCH 2O10 TESTING DETAIL t 10 FT EXISTING TEE, DEAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING NEW WATER LINE n H— VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES 1 STD. PLAN - 300.5 a®� PUBLIC WORKS CONNECTION TO WATER MAIN 7� DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2O10 NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. FIRE HYDRANT SHALL BE COREY—TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY—MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF 0 MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. �> n 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING V ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY 2"-o 1 CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ \ \1� 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. �® EXPANSION JOINT AT fCONCRETE SIDEWALK OR PLANTING STRIP 36" MIN COVER BACK OF SIDEWALK (CONCRETE THRUST BLOCK CUT LEVEL ALL GROUND MIN 3' RADIUS ONE MAN ROCK- 1 6 6" CONCRETE PAD TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD El LL HYDRANT LOCATION IN CUT OR FILL Y PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT MARCH 2O10 PICKUP EXTERIOR SIGN SCHEDULE DESCRIPTION DIMENSIONS QUANTITY WAITING SPACES LEFT 18 X 24 — WAITING SPACES RIGHT 18 X 24 — WAITING SPACES AHEAD 18 X 24 — RESERVED WAITING 18 X 24 — PICKUP LEFT PHARMACY RIGHT 18 X 24 — PICKUP RIGHT PHARMACY LEFT 18 X 24 — STOP THANKS FOR ORDERING 18 X 36 — PICKUP HOURS 18 X 36 — RESERVED 18 X 18 41 PHONE NUMBER 8 X 18 41 VERTICAL PICKUP 18 X 36 41 PICKUP LEFT 18 X 24 2 PICKUP AHEAD 18 X 24 — PICKUP RIGHT 18 X 24 3 ALL PICKUP WAY FINDING AND STALL SIGNS ARE WALMART SUPPLIED AND CONTRACTOR INSTALLED. CONTRACTOR TO PLACE SIGN ORDER AT LEAST 3 WEEKS IN ADVANCE. ORDER SHALL BE SENT VIA EMAIL TO GETTY THOMAS (Getty.Thomas©walmart.com) AND BRAD KEENER (Bradley. Keener©walmart. com). REQUEST SHALL CONTAIN A DELIVERY ADDRESS, DESIRED DELIVERY DATE, AND ANY SITE SPECIFIC SIGN SIZE AND/OR COLORS BASED ON APPROVED PLANS. PICKUP EXTERIOR SIGN SCHEDULE N.T.S. FINISH LEGEND P5E SAFETY YELLOW P76 WALMART BLUE NO. CCD #6 REVISION TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANI'F AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10—INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12—INCH DIAMETER AND OVER) I NEW WATER MAIN POLYPIG D 1 VERTICAL CROSS FOR POLYPIGGING STATION: IIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY iREMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE ')ISINFECTION OF NEW WATER MAIN PUBLIC WORKS POLY PIG STATION FOR CLEANING OF (! y DEPARTMENT WATER MAINS F: STD. PLAN - 300.6 MARCH 2O10 PICKUP PARKING SIGNAGE CENTERED BETWEEN STRIPES, MOUNTED ON BOLLARD SIGN POST IN LINE WITH CANOPY COLUMNS OR TO COLUMN POST. WALMART FURNISHED, CONTRACTOR INSTALLED. REF SITE PLAN BASE DETAILS. PICKUP LANE STRIPING. 12'-0" PAINT TRAFFIC WHITE, TYP. TYP G.C. TO SEAL COAT STRIPING PER SPEC z SECTION 02787 DJ J J J Q ~ 0 10'-0" TYP 0 z 2,-0„ S2 TYP X Lu U Q "PICKUP" PARKING STALL (AT CANOPY DETAIL 2'-6" NUMBERS SHALL BE PAINTED TO MATCH EXISTING STALL STRIPING COLOR 0 NOTE: M PAVEMENT MARKING SHALL MEET UNISPEC SECTION 02765 - PAVEMENT MARKING "PICKUP" PAVEMENT NUMBERS N.T.S. JSB 07/30/21 SURVEYED: JK SCALE: DESIGNED: AS NOTED JSB DRAWN: JSB CHECKED RCJ BY DATE APPR APPROVED: BDA SHACKLE RODS TYPE A BLOCKING ...• n, oo. i"• vronnn, Dr"mc J TYPE O PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 a® DEPARTMENT FITTINGS MARCH 2O10 30" . NOTE: - SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, rrSHEETING. WHITE LEGEND RED BACKGROUND R1-1 30"X30" STOP SIGN WITHIN PARKING LOT N.T.S. 30" ' NOTE: SIGNS SHALL HAVE HERE DIAMOND GRADE, ASTM TYPE XI, SHEETING. FOR LEGEND,BORDER -BLACK BACKGROUND WHITE (RETROREFLECTIVE) STOP SYMBOL RED (RETROREFLECTIVE) R1-5b STOP FOR PEDESTRIANS N.T.S. ® CITY OF RENTON Planning/Building/Public Works Dept. 30" DO NOT 0 ENTER WHITE REFLECTIVE SIGN WITH RED DISC, WHITE LETTERING AND HORIZONTAL WHITE LINE R5-1 "DO NOT ENTER" SIGN N.T.S. A F WAS" L56606 c_ R-418509 Z A O T-418504 in IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q X I..LI II i U_ WALMART #2516 07/29/2021 WALMART SUPERCENTER PICKUP EXPANSION FlEL°BOOK:BOOK Q CONSTRUCTION DOCUMENTS PAGE: PAGE DRAWIN SITE DETIALS (SHEET 3) C4,2 Q SHEET: OF: 9 17 N O 0 ro I U 00 0 0 0 �o 0 z I 0+ 3 0 a m I LO U I LO a D 0 i 0 0 U i 0 M n I 0 N O LO N 1-1 of 0 0 0 3 a _ m R W n N I IC-0 C i 0 W I g1S STS s � \ STS \ STS \ STS /�� 6 I �� \ 25.74 ME in 25.73 ME ......... ..... I Ts� co co 26.02 FL o ov o o v o EX SD DROP INLET 0 0 0 0 0 0 0 W 8 V. W (12")=21.07 0 INV. SW (4")=21.27o 0 o�,00U�o - :0) 7 8 9 12 25.66 ME 25.51 ME 1.0 _ 40 00 25.40 ME 25.43 ME 25.44 ME '� 'I I � 10( oo� P h 26.23 26.11 FL o I 25.75 FL TS 26.02 - - - S26 26. FL ' I \ 26------� �� n 25.73 ME 25.64 ME Z � 9 L I 26.32 FL STS I '� � 1 25.58 ME 26.07FL TS I m m m mr� �7. N I - i _- 25.77ME _01 1 ' S. " I PR 48" CIRCULAR � i I 26.60 RIM 25.77 ME 25.84 RIM CATCH BASIN TYPE 2 STS 26.78 FL WITH RECTANGULAR 25.98 ME I SOLID METAL COVER STS / I ?6 PR 48" CIRCULAR RIM=25.84 N \ i I 4? i 26.10 FL - - - - - CATCH BASIN TYPE 2 I , T16 • L26 37 - \ I STS j I i .2612 I- INV S (18")=17.90 RECTANGULARWITH INV W (18")=17.90 SOLD METAL E ME \ \ I EX SD DROP INLET / 26.30 FL 27 RIM=26.60 26.78 FL 25.97 ME - - - - - - - - - - - - - - RIM=25.62 (RAISE TO 25.85) / INV E(18")=17.74 - STS INV NE (12")=22.62 / _ INV NW (18")=17.74 --11 �' \ I 1 ` INV S (8")=23.22 / I ------ - I + 1 0 sTs\ 1 �js ' g 27 55 EOB , 6 45 FL �5 5 0 EX SD DROP INLET RIM=25.36 INV NE (12")=17.46 INV NE (12")=17.56 ,STS\ INV SE (18")=17.62 INV SW (18")=17.46 26.36 ME 26.27 ME \ 1 --------- STs 1 I �9 STs I 1 I � 26.33 ME 26.30 ME S 26.49 ME I t ° ° ° 26.32 ME a a a a ° I , I 26.30 ME 1 26.91 EOB , FFE=27.55 1 26.30 ME 1 � 1 26.44 RIM I 26.30 ME \�-27-- I \� I �ITS � 23 27.55 E0B .- I 27 ----- � I is STS STS I SEE OGP I I I ??? ME 1 26.56 ME ENTRANCE/EXIT 26.65 ME 26.63 ME ENLARGEMENT I EPR 48" CIRCULAR CATCH BASIN TYPE 2 - - - - - - - - I I THIS SHEET � o I WITH RECTANGULAR SOLID METAL COVER - - - - - - - - - - - - - - - - - - -- - - - a 26--- ° ° a �, ° I I ° a ° _I \------------------------------------------------------------- a � a s a a°------ I 26.45 EOB a a ° co <1 n ° 26.43 ME �.\Q I a 26.41 ME a a ti6 EX SD DROP I LETa a ° a RIM= 5.70 a a INV N (8" )= 3.55 i a ° a a° a ° `\ ° / I I I I I I I I I I I I 26.78 FL 26.78 FL PICKUP ENTRANCE/EXIT ENLARGEMENT SCALE: 1" = 5' NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. 27.00 TR i 26.51 BR 8.01 27.15 TR 26.59 BR PICKUP RAMP ENLARGEMENT SCALE: 1" = 5' 6\ 1 CCD #6 NO. A REVISION jI RIM=26.44 1 INV E (18")=17.95 I 1 I SEE OGP RAMP INV S (18")=17.95 "? ENLARGEMENT �___I I ����__��_ THIS SHEET 26.80 ME 26.92 FL I 26.87 ME 26.88 MEME ------------ - I- - - - - - - - - - - - - - - - - - - 27.45 E013 7 / 27.50 EOB � 27.55 EOB A FFE=27.55 10 0 5 10 20 40 ( IN FEET) 1 inch = 10 ft. JSB, 07/30/21 suRvEyD' TJ K DESIGNED: JSB DRAWN: JSB CHECKED: RCJ BY DATE APPR APPROVED: BDA Ste: AS NOTED CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE 0 TIME OF SURVEY AND IS TO BE CONSIDERED AN 0 APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Know what's b e l o W . PRIVATE, WHETHER SHOWN ON THE PLANS OR CC I I before you dig. NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. HORIZZOONnTAL• NAD 19W/1991 ' CITY OF RENTON DATUM ' Planning/Building/Public Works Dept. AS -BUILT SET KEY MAP NOT TO SCALE GRADING LEGEND EXISTING BUILDING TO REMAIN ® EXISTING BOLLARD TO REMAIN X EXISTING FENCE TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING STORM INLET TO REMAIN EXISTING SIGN TO REMAIN EXISTING SITE LIGHTING TO REMAIN o-� EXISTING SITE LIGHTING TO BE RELOCATED so EXISTING STORM SEWER MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE - - - 25 - - - EXISTING MAJOR CONTOUR 27 EXISTING MINOR CONTOUR PROPOSED CONTOUR 30 007 PROPOSED SPOT ELEVATION ME MATCH EXISTING ELEVATION FL FLOWLINE ELEVATION TBC TOP BACK OF CURB ELEVATION FFE FINISHED FLOOR ELEVATION EOB EDGE OF BUILDING ELEVATION BR BOTTOM OF RAMP ELEVATION TR TOP OF RAMP ELEVATION 2.00% EXISTING SLOPE ARROWS 2.00% PROPOSED SLOPE ARROWS NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK. NOTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION A THEIR COST. Z R-41851 0 °° z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 0- X W 0- U_ n DATE: WALMART #2516 07/29/2021 WALMART SUPERCENTER PICKUP EXPANSION REWWOK:B00K CONSTRUCTION DOCUMENTS PAGE: PAGE DRAWING N GRADING PLAN C5 J Q SHEET. 10 OF. 1 7 \j AS -BUILT SET 00 T Nt W UTILITY NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800424-5555. 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 4. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS 5. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA Cl 10 AND Cl 11 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 6. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 7. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 8. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). SURFACE WATER NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. 9. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 10. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 11. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 12. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 13. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 14. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 15. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 16. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 17. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON UTILITY SPECIFICATIONS STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 18. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 19. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 20. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 22. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 23. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 24. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 25. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 26. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 27. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 28. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.' 29. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCH ROCK / 40 - 70% PASSING; • 2 - 4 INCH ROCK / 30 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL CCD #6 CCD #8 REVISION SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. JSB 07/30/211 1 SuJK MMC 10/14/211 DESIGN JSB DRAWN: JSB CHECKED: RCJ BY DATE APPR APPROVED: BDA AS NOTED VjaVWAsy IP, a c_ _ 6606 _ 3 CITY OF RENTON Planning/Building/Public Works Dept. z R-41851 1 cn IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS UTILITY NOTES 0 X ^w I..L i U_ n 07/29/2021 FlELDBOOK: BOOK PAG • DRAWING NO: C6.2 Q sN oF•1 AS -BUILT SET 00 T I W LO 00 T N I rr A NX X X X X X X X X X x Im X11 lJ ------ „ 1 (� x srs -__ V J STS TORq GF ST EX SD DROP INLET EX SD DROP INLET / STS 'I V-/ RIM=25.36 RIM=24.91 \ INV NE (12")=17.46 INV NE (12")=17.51 EX SD DROP INLET S 17 \ INV NE (12")=17.56 INV E (12")=20.11 RIM=24.87 ST , INV SE (18")=17.62 INV SW (18")=17.61 INV E (12")=20.82 S1s TS INV SW(18")=17.46 `' INV SW (12")=20.77 EX SD DROP INLET ° - INV W (12")=20.67 RIM=24.82 / 0 INV W (12")=21.07 ST INV SW(10")=21.27 A r---- Tg - �------------�i- -------------- I %0 21 I STS EX SD VAULT RIM:26.07 I iii� III I / INV: 17.47 (12" NE) STS 16 INV: 17.07 (18" E) I 16 III INV: 16.97 (12" S) INV: 16.87 (18" NW) CO g �� II 11 III Ili IIII li I EX SD D P INLET I j I P T x/\ RIM: 25.64 (RAIS 025.85) _ - I - _LO / \S INV-22. (12"NE) 17 iP 9 I 2 `S TS INV: .22 (8 S) I 24 TS - - - - - I I III ° 11 I I W II II II I I I I EX SD MH ER D4 1 ST I va III III STS I I RIM=25.39 19 12 I 20 15 ��� 4 �411 L-W -7 "W-� 24 18 I 16 IINV E NV W(( 8'�) 18 04 - _ _ -- �/ l I ST S STS STS TS STS STS STS L - - - - 38 - - - 16 24 u° - - - 22 ` - - - I STS STS -- - 35 L 1 - - - - - - - I - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - 4 16 21 I I evr I � -W I 12 W W W W W 11 Cn ~ 27 24 15 27 --_ -_---J 38 °. ° 4 24 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U) ~ c' - - --- ---- - - - - -- --- ° e u~iaa1 ° 4 ° BLDG FFE = 27.55 4 0 ° 4 UTILITY DEMOLITION PLAN X X X X X r L STS - \\� ST ti STS - / co EX SD DROP INLET EX SD DROP INLET STS \ \ \ \ g RIM=25.36 RIM=24.91 26 cD `�� INV NE (12")=17.46 INV NE (12")=17.51 EX SD DROP INLET --ST \ \ \ INV NE (12")=17.56 INV E (12")=20.11 RIM=24.87 S \ \ 4 INV SE (18")=17.62 INV SW (18")=17.61 ��c�. INV E (12")=20.82 EX SD DROP INLET STS STS INV SW (18")=17.46 INV SW (12")=20.77 I = 2 8 \ INV W (12")=20.67 / S � INV W (12")=21.07 13 / S1S T % c� INV SW (10")=21.27 _ ICI)TS - � - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - -- 10 AI w Ww W 1+ W �yw w W W I // / CI- - STA 0+ 0.29, 0.00' I 5 STS APPROX INV. 22.80 5 TA 1+81.21, 0.00' FIRE HYDRANT MOVED 2.5 SOUTH `I EX SD VAULT -_ ,� DUE TO UTILITY CONFLICT 13 / RIM: 26.07 STA 0+ .62, 0.00' _ 13 � L � ° I I / INV: 6.07 (12" NE) 1 A 0+76.22, 15.92' R "STS I ) 41 24.4' c� 3.5 /o o INV: 17.07 (18" E) g I� 86.4' @ 0.19 /0 36 o L INV: 16.97 (12" S) I I - 8 CD �, INv: 16.87 (18" NW) 8 ", NNEC T TO EXISTING STORM SEWER WITH SAS srS-'; _ sT - _ s _ _ STs I37 PROP 4' DIA MH sTs�\ EX SD DR O IN III INSERT A TEE CONNECTION, CAP AND PLUG I RIM=25.84 X X X X �4 � X- _J c, RIM: 25.64 (RAISE o 25.-) \ST INV.22.6212" NE) \ X�STING LINE BEYOND CONNECTION i ---- --- ---------------" -- ' 3: I I - I - -INV S (18 )=17.90 W 1 S- I I INV (18")=17. I � \--------co INV:2.22(81,S) - _ . 39 2.0%MIN SLOPEo �2.0% MIN SLOPE I I I v I I o I 36 24.6' @0.19/0 ' EX SD MH " r� - - - - ST§TA 0+0 .98, 0.00' L I 5 37 PROP 4' DIA MH RIM=26.60 � I PROP 4' DIA MH 37 � RIM=25.39 INV E (18")=18.14 it I OE 23 m - APPROX INVERT = 23.2 \ ,� 10 �OOF DRAIN CONNECTION INV E (18")=17.74 I IM=26.44 I rl�110 I INV W (18")=18.04 ` I STS I W , INV NW (18")=17.74 V E (18")=17.95 -STS-STS TS STS STS I o I 18"=17 95STS CONTRACTOR SHALL REMOVE LINE UNDER -- - ( )-- I __- J36 5'@0.11% -- --------------------- J - __-�Z�\ srs INV. .26 33 4 a z8 4: BUILDING SLAB TO NEW POINT OF CONNECTION 5 � I TA2+42.16, 0.00' R r - - - - I CON CtOR TO EXtEN -° - �- - - - - e+ w W w w w W 17.5' @ 0.5% 25 BLDG FFE = 27.55 CONNECTION TO FIELD LOCATED ° ASED ON CCD #8 , THIS CONNECTION IS NOT REQUIRED. 2+4 .15 - 14 I - - - J vZ �X STORM SEWER TIE-IN AT 0.5% ° ASSUME CONNECTION °----- = 2.5'BELOWGRADE- 40 -- --- ---- �----------------------� -� MINIMUM SLOP ASSUME CONNECTION ° -INV: 20.35 30 ° 2.5' BELOVITGRADE - - - - - - - - - - - - - - - - - - 23 28 �\ ----------------------------------------- '110.25' @ 0.5% 25 ACTUAL ROUTING OF ROOF DRAIN. _'NV:20.40 30 NO CHANGES IN ELEVATIONS �� o APPROX BUILDING CONNECTION I o 4 4 INV:20.43 EX SD DROP INLET ° , = �a BLDG FFE = 27.55 / 43 RIM: 25.70 � 25 5.4' @ 0.5% ° INV: 23.55 (8" N) 4 a � a UTILITY IMPROVEMENTS PLAN NOTE: REFERENCE CITY OF RENTON SURFACE WATER STANDARD DETAILS FOR STORM INFRASTRUCTURE IMPROVEMENT. NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK. NOTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION A THEIR COST. NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Knowwharsbelow. PRIVATE, WHETHER SHOWN ON THE PLANS OR C(I I I before you dig. NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. NO. CCD #6 CCD #8 20 0 10 REVISION GRAPHIC SCALE 20 40 ( IN FEET) 1 inch = 20 ft. 80 JSB 07/30/21 SURVEYED: umD: TJK MMC 10/14/21 DESIGN JSB DRAWN: JSB CHECKED: RCJ BY DATE APPR APPRoVEo BDA SCALE: AS NOTED TILITY PLAN SCHEDULE NOTES O EXISTING 12" WATER MAIN SECTION TO BE REMOVED O EXISTING 6" WATER PIPE SECTION TO BE REMOVED O EXISTING LIGHT POLE TO REMAIN AND BE PROTECTED THROUGHOUT 6 CONSTRUCTION. 4 EXISTING FIRE HYDRANT ASSEMBLY TO BE REMOVED AND SALVAGED TO CITY SHOPS 5 PROPOSED 90° BEND (MJ) W/THRUST BLOCK PER CITY OF RENTON STANDARDS AND DETAILS 6 PROPOSED 12"xl2"x6" (MJXMJXFL) TEE W/ THRUST BLOCK PER CITY OF RENTON STANDARDS AND DETAILS 7 PROPOSED FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1 O PROPOSED 12" WATER MAIN PER CITY OF RENTON STANDARDS AND DETAILS O EXISTING SITE LIGHTING TO BE REMOVED AND RELOCATED. CONTRACTOR SHALL SALVAGE EXISTING LIGHT POLE AND FIXTURE FOR RE -USE 10 PROPOSED UNDERGROUND ELECTRICAL LINE. CONTRACTOR TO INSTALL NEW LINE FROM EXISTING LIGHT POLE TO PROPOSED PROPOSED LIGHT POLE LOCATION 11 EXISTING 12" GATE VALVE 12 EXISTING 15' UTILITY EASEMENT (REC NO.9704011446) 13 PROPOSED 15' UTILITY EASEMENT, BY SEPARATE DOCUMENT 14 POLY -PIG STATION PER CITY OF RENTON STANDARD PLAN 300.6, CUT -IN: BY CITY FORCES 15 EXISTING 15' UTILITY EASEMENT TO BE VACATED 16 EXISTING STORM SEWER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION 17 EXISTING STORM INLET TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION 18 EXISTING STORM VAULT TO BE REMOVED 19 EXISTING WATER MAIN TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION 20 EXISTING WATER MANHOLE AND VALVE TO BE REMOVED. 21 EXISTING GAS LINE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION 22 EXISTING WATER VALVE TO BE REMOVED 23 CONNECT TO EXISTING MAIN PER CITY OF RENTON STANDARD PLAN 300.5 WITH 1 - 12" SLEEVE (MJ) 24 EXISTING STORM SEWER TO BE REMOVED 25 PROPOSED 10" STORM SEWER ROOF DRAIN 26 PROPOSED LOCATION OF RELOCATED SITE LIGHT POLE AND FIXTURE. CONTRACTOR TO INSTALL NEW LIGHT POLE BASE. 27 EXISTING FOUNDATION DRAIN TO BE REMOVED 28 PROPOSED 12" GATE VALVE (MJXMJ) WITH 2 - 12" SLEEVES (MJXMJ), CUT -IN: BY CITY FORCES 29 CONNECT PROPOSED FOUNDATION DRAIN AND ROOF DRAIN INTO PROPOSED 10" STORM DRAIN 30 PROPOSED 10" STORM SEWER CLEANOUT 31 PROPOSED 8"x8" INSERT -A -TEE CONNECTION TO EXISTING STORM SEWER 32 PROPOSED 8" STORM SEWER ROOF DRAIN PIPE 33 PROPOSED 12"x10" INSERT -A -TEE CONNECTION TO EXISTING STORM SEWER 34 CAP AND PLUG EXISTING 12" STORM SEWER 35 EXISTING STORM SEWER TO BE ABANDONED IN PLACE 36 PROPOSED 18" DIA. RCP STORM SEWER LINE 37 PROPOSED 4' DIA STORM MANHOLE 38 EXISTING 12" WATER MAIN 0 6 IN @)PROPOSED 4" DIA, PVC FOUNDATION DRAIN 40 TIE INTO EXISTING 4" FOUNDATION DRAIN ,18 PROPOSED 10" PVC STORM SEWER ROOF DRAIN LINE 42 PROPOSED 12" GATE VALVE (MJXMJ) WITH 2 - 12" SLEEVES (MJXMJ), CUT -IN: BY CITY FORCES UTILITY NOTES 1. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) ENDS SHALL HAVE A WEDGE TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 2. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER COR STD. KEY MAP NOT TO SCALE SITE LEGEND EXISTING BUILDING TO REMAIN ® EXISTING BOLLARD TO REMAIN -X-X- EXISTING FENCE TO REMAIN EXISTING CURB & GUTTER TO REMAIN ® ® EXISTING STORM INLET TO REMAIN EXISTING SIGN TO REMAIN } ]� EXISTING SITE LIGHTING TO REMAIN o-Eal EXISTING SITE LIGHTING TO BE RELOCATED so EXISTING STORM SEWER MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED FIRE HYDRANT >a EXISTING IRRIGATION VALVE TO REMAIN ►� PROPOSED WATER VALVE ► I PROPOSED WATER BEND EXISTING CONCRETE PAVEMENT ° EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT [ PROPOSED ASPHALT PAVEMENT = PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE PROPOSED EASEMENT UTILITY LEGEND W- EXISTING WATER LINE TO REMAIN -W- EXISTING WATER LINE TO BE REMOVED W PROPOSED WATER LINE SS EXISTING SANITARY SEWER SS PROPOSED SANITARY SEWER PROPOSED STORM SEWER TO REMAIN A6 -STS- - PROPOSED STORM SEWER TO BE REMOVED STS PROPOSED STORM SEWER G EXISTING GAS LINE 8 PLANS 330.2 AND 330.3. R-418512 3. WHERENEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MAXIMUM JOINT OF SEPARATION. S-418501 z 4. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE O MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. W-4185ui (n DON was Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS o � - w '"% A_56b06 Cl� ss,Oh ALG 08/31 /2023 ^U CITY OF WALMART #2516 07/29/2021 01: FIELDBOOK:BOO PAGE.PAGE RENTON WALMART SUPERCENTER PICKUP EXPANSION < CONSTRUCTION DOCUMENTS DRAWING N0: Planning/Building/Public Works Dept. UTILITY PLAN C 6 J SHEET: F: O 11 17 �j AS -BUILT SET 00 T I W I- 00 T N U-) M W T N I n r1r M N O N co U N CD 0 z rn 3 0 a a� 0 3 U I N Q 2 K O / 0 0 U rn 0 0 0 N In N 0 0 O L C O 0 3 Q / r w zz J STS STA=0+50.29 12" - 90° BEND N:175647.66 E:1297123.201 a�� 12" DIP 15.66 LF i SCF _ -G STA 0+40.20, i 12"X6"-TEEW/J% FLXMJ GATE VALVE (MJXFL) N:175632.011 J E:1297122.71 N N N \S STA=0+05.00 TS 12" - 90° BEND N:175602.40 E:1297121.77-A' a a -- a STS I / 8 -12" DIP 10.73 LF STA=1+81.21 12" DIP 92.90 LF 12" DIP 27.29 LF 12" - 90° BEND =STA 0+76.04----------------- _ N:175644.83__09 _ STS E:1297254. CROSSING 1+00 I -w w ,0+75.48 ST-S - -- - --- ----,3 ' ----- 9 -- -_- --- CV - LILTA 2I+V03.16/� Yd I - /I II _ � OSSING STA 1+23.04 FIRE HYDRANT MOVED 25SOUTH ROSSIN DUE TO UTILITY CONFLICT ' SING Cq c> 6" DIP 26.09 LF 0 BLDG FIFE=27.55 STA=2+42.16 I - - - 12"R S- 90° BEND- - - - - -r N:175583.89 � E:1297252.77 %- I -------------------------------------- ----- WATER IMPROVEMENTS PLAN SCALE: 1" = 20' A WATER IMPROVEMENTS PROFILE (STA: 0+00 - 2+47) O O 0 CCD #6 fie\ CCD #8 NO. I REVISION A \S � TS 7 c� W W W G STA 0+20.83 / CROSSING lSTA 0+21.47 FIRE X HYDRANT �o o CR03.09G 2.5' SOUTH DUI STA=0+05.00 UTILITY CONFL 12" X 6" - TEE W/ STA=0+31.09 FLXMJ GATE VALVE (MJXFL) FH ASMBLY N:175632.011 N:175631.18 E:1297122.71 E.1297148.78 6"DIP 26.09LF ------ --- \ zyt-- -W -W FIRE LATERAL PLAN SCALE: 1" = 20' 30 30 c� Z U) U) W CD +I co CD N M + F N N M � II II II F F-00 m F_ -CO FINISHED GRADE F:E:m D 25025 5 N O � m - a JSB 07/30/21 SURVEYED: JK MIMIC 10/14/21 DESIGN JSB DRAWN: JSB CHECKED: RCJ BY DATE APPR APPROVED: BDA SCALE: AS NOTED MOVED :TO CT GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION A THEIR COST. NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK. NOTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE 0 TIME OF SURVEY AND IS TO BE CONSIDERED AN 0 APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Know whaYsbeIow. PRIVATE, WHETHER SHOWN ON THE PLANS OR Call before you dig. NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. ja# WASjj 3 % CITY OF RENTON Planning/Building/Public Works Dept. KEY MAP NOT TO SCALE SITE LEGEND EXISTING BUILDING TO REMAIN ® EXISTING BOLLARD TO REMAIN X X EXISTING FENCE TO REMAIN EXISTING CURB & GUTTER TO REMAIN ® EXISTING STORM INLET TO REMAIN EXISTING SIGN TO REMAIN o-� EXISTING SITE LIGHTING TO REMAIN o-� EXISTING SITE LIGHTING TO BE RELOCATED so EXISTING STORM SEWER MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED FIRE HYDRANT �a EXISTING IRRIGATION VALVE TO REMAIN ►� PROPOSED WATER VALVE II I PROPOSED WATER BEND EXISTING CONCRETE PAVEMENT p e EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT - JI PROPOSED ASPHALT PAVEMENT r PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE PROPOSED EASEMENT UTILITY LEGEND W- EXISTING WATER LINE TO REMAIN -W- EXISTING WATER LINE TO BE REMOVED W PROPOSED WATER LINE - SS EXISTING SANITARY SEWER PROPOSED SANITARY SEWER SS STS PROPOSED STORM SEWER TO REMAIN - -STS- PROPOSED STORM SEWER TO BE REMOVED STS PROPOSED STORM SEWER G EXISTING GAS LINE R-418513 S-418502 Z 0 W-418502 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 0- X ^Lu I..L i U_ 0- WALMART #2516 07/29/2021 WALMART SUPERCENTER PICKUP EXPANSION FlELDBOOK:BOOK Q CONSTRUCTION DOCUMENTS DRAWING NO: WATER PLAN & PROFILE 0 C6. Q of AS -BUILT SET M N O N ro U N U' 0 LD I 3 v vi a� 0 z c 0 'o a� 0 U N W 1 U I N af 0 0 a U 'o D •S n O N Ln N O O O L 0 0 3 a Of L z W J Ll CONSTRUCTION AREA A FLOW APRON: "`•• — — — — :' i.':.i �•:. ADHESIVE :.'• . 4 :. uiI ,••.,. ILu;: • •'~ .� — — — — •.. y: :' i<'. • . ,. ADHESIVE : i• : � Via••'' }.'� • " M. � • ,• ,. .`. a I I..i DIKE PLAN VEIW NOTES: 1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS, ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. FLOW ADHESIVES SECTION A —A ADHESIVE SILT DIKE sDP (ON EXISTING PAVEMENT N. T. S. o"o"o"o"o"o"o"o"o"o"o"o"o"o"o" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0080---- 0 0 0 0, O°O° o°0°Il __ F000 o000 oll _ r I� 0 oo0 '00°1 _ -� pogo o0o01l . :'.... - l - I�0000 p00OOOi -- JOpOO °O°OII' o°o°ll Ido°o° 00000,0 llI�0000 0 0 0 0 0 0 0 T. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2020202 _O202o io 2o202020202020° GRATED INLET -J AGGREGATE NOTES CONCRETE BLOCKS WIRE MESH WIRE MESH SEE NOTE 2 FINISHED GRADE J AGGREGA PLAN SECTION APRON ON THIS SIDE OF THE DIKE SHALL BE FOLDED UNDER THE DIKE SECTION 20" AND GLUED DOWN A —OVERLAP PER MANUFACTURER'S RECOMMENDATIONS EXISTING CONCRETE OR ASPHALT PAVEMENT CONCRETE BLOCKS ♦ FILTERED WATER GRATEDINLET 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. MIN. HEIGHT OF BARRIER SHALL BE 12" AND MAX. HEIGHT SHALL BE 24". 3. PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS. 4. THE AGGREGATE SHALL BE 3/4"-2" ANGULAR CLEAN STONE, WHICH WILL SLOW THE FLOW OF THE WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. MAINTENANCE NOTES: 1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT -TYPE DEVICE) OR UPGRADIENT OF THE INLET. 2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY. 3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW -RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 4. CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. BLOCK AND AGGREGATE INLET PROTECTION 8 N.T.S. CONCRETE A BLOCKS AGGREGATE ° °° 00 ° °0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 °o � " .° .°::✓t ,,{. � ..�.. }..°.. °,-a logo 000 05 GUTTER I WIRE MESH CURB CURB INLET A PLAN WIRE MESH MAINTAIN ACCESS TO COVER FOR INSPECTION CONCRETE BLOCKS FILTERED WATER CURB INLET °° RUNOFF ♦o°o° cli AGGREGATE-) CONCRETE GUTTER ���%jam%/�%/��%/� >X>// % SUB -GRADE SECTION A —A NOTES 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF CURB INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. TOP OF BARRIER MUST BE LOWER THAN TOP OF CURB ELEVATIONS ADJACENT TO INLET. MAX. HEIGHT SHALL BE 24". 3. PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS. 4. THE AGGREGATE SHALL BE 3/4" - 2" ANGULAR CLEAN STONE WHICH WILL SLOW THE FLOW OF WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. 5. IF ROAD OR PARKING AREA IS OPEN TO PUBLIC, VERIFY SUITABILITY OF BMP WITH AGENCIES HAVING JURISDICTION AND WITH CEC. MAINTENANCE NOTES: 1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT -TYPE DEVICE) OR UPGRADIENT OF THE INLET. 2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY. 3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW -RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 4. CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. BLOCK AND AGGREGATE CURB INLET PROTECTION P 2 N.T.S. SOURCE BOX C-5 Rock Sock ( IDS) 0=11C R5 1.h` I,r»1u5; ..Rum R*4k F.�ii{ EC IM *;M NE9H 1 �' (1�141iA � 1'+ M AI WX r LVAI) n1 IIt laf%H � �rt twin + wft -a; fl' f7}hl $ lIwxm 49 c*r11;10 SLmfXr• JI ,�#TrIERrIfJ= F lAiirrl ��x" r is'- W Ce RLM ro g v" Ofr El 3EL7E1l SE T HOCK SUCK � RCc K. SQC� P i AN A.1rr � ar xmT °�i&L EiF ruLca w%Tw w iucuA� �tW QF 14' {F11MU5; C■U+SHEM ROES AM *FIV-m iLN Awr*N L *0 mEsig 9ECun-p To Cma9 EF mu r7arw iQl r MZINTE�LD 9�9. is JR1 XLlimi6mE TO 11LLNa Awri5 T" �c �SEU AWVMNC AjXX 5}�E WN {'f�'J9kW �* AJr0 11' Iu' ia1rAr6KL SNRf wR 50=4S9 C.A14 'wi C%ULpPEG {TYW_A L.Y y!•-1111pk I14fI_+r'5 rG A%mnG CapS ROCK ��� JOINTING 04140111m TAR I sly ++�wr n+,L�, 5LQ I4% 6 1ki %R %&N h4, . � �GQ � 20 5 W+r��� �{f'�Ta4+lF5 FdP. 4� + ��45E IV�RE�+�E FOR �€Y1Efl'EFE � � rG rF, � r1a �-I �I..L i� F£�rl�� i� 1ti.L F4XK SEC[ 015"&LA114111 hPME I � PLAN 'JIEw �N POCH •4GCATIOH(q) OF R15tm %OM i cRL19NED mxK �WC.L mE L3' ImPh15� N s E wm A r�AGT_IIRCD «g C&L S{F'J I ✓ W lWRk L4 % Y � PiIIATm *40m u1 Tmn 1aT (i w1vJ] 3 NW W� M Wr+1`L Ot kr�r lW 4t 19 remit AMILINT VVJM, TIC (d4AW L Wj � llm r iakYiai,lLd etadr. IY V. 40i'wi.lEimr{6 MAUuti r4b VCTH OF iA' * tiara WSH 7�LL IFE SMURM L1611C 'PtW �14Q•'i Q9 1W � AT O' Ll "S � .uwft Am At 1' �hd" my dym d3r &,x X 5NE LILWUFAdlti; vAT m 1fw EHE L19E OF FLFEF FAEH� AS AN fil_!TnNa41`uE rf4 9AiE UfSH FUR TiF Ri}CF EI„05�IRE RS-1 t��K ��CK.�E&1 IEB r.QNj L As--, Urbad LNadlog MPJ kIWA CL}r IkMI DEold 14tweirkr 24I (I Ueh M Sb rm E4ainaLM ['%iLCM I WMUM9 YOlMW 3 SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR ESTIMATED PROJECT SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MA APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MA APR MAY JUN JUL AUG SEP OCT NOV DEC TEMPORARY CONSTRUCTION EXITS TEMPORARY CONTROL MEASURES SEDIMENT CONTROL BASIN(S)/TRAP(S) STRIP & STOCKPILE TOPSOIL ROUGH GRADING STORM FACILITIES SITE CONSTRUCTION FINISH GRADING PERMANENT CONTROL STRUCTURES FOUNDATION / BUILDING CONSTRUCTION LANDSCAPING/SEED/FINAL STABILIZATION 1) CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES OF PROJECT ACTIVITIES PRIOR TO BMP CERTIFICATION. 2) TIME SCHEDULE MUST COINCIDE WITH THE SWPPP IMPLEMENTATION SEQUENCE. NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. V� CCD #6 REVISION JSB 07/30/21 SURVEYED: TJ K DESIGNED: JSB DRAWN: JSB CHECKED: RCJ BY DATE AP P R APPROVED: BDA SCALE: AS NOTED VERnCAL: NAVE) 1988 HORIZONTAL NAD 1983/1991 DATUM z R-418514 u) IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q rof W��_Cl' .� 4� / 3 CITY OF WALMART #2516 PRI RENTON WALMART SUPERCENTER PICKUP EXPANSION 1%319 CONSTRUCTION DOCUMENTS Planning/Building/Public Works Dept. EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAI6\ I..L X L/u LL i C) n QQ DAM 07/29/2021 RELDBOOK: BOOK PAGJF: —PAGE-1 L DRAWING NO: C7.1 `Q AS -BUILT SET LU a Z J Print Form Reset Form Save Form 00 DEPARTMENT OF COMMUNITY CITY OF AND ECONOMIC DEVELOPMENT Renton O CD 0 TREE RETENTION WORKSHEET W Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 120 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous2 0 Trees in proposed public streets 0 Trees in proposed private access easements/tracts 0 Trees in critical areaS3 and buffers 0 Total number of excluded trees: 0 3. Subtract line 2 from line 1: 120 4. Next, to determine the number of trees that must be retained4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 12 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4: 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 7. Multiply line 6 by 12" for number of required replacement inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliner trees reauired for replacement. otherwise enter 01 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) 117 trees trees trees trees trees trees trees trees trees (1,260) inches inches per tree trees 1 Measured at 4.5' above grade. Z A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 6 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-1301-17a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6) tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx 08/2015 TREE PROTECTION NOTES: 1. USE RENTON, WASHINGTON TREE PROTECTION CODE (IF AVAILABLE). TREE PROTECTION NOTES BELOW SHALL BE USED FOR FURTHER INTEGRATION. 2. "PROTECTED ZONE" FOR EXISTING TREES: BEFORE BEGINNING ANY DEMOTION OR CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND ALL EXISTING TREES WITHIN THE CONSTRUCTION ZONE THAT ARE TO BE SAVED. THE FENCE SHALL BE INSTALLED NO CLOSER TO THE TREE THAN THE EDGE OF THE TREE'S PROTECTED ZONE, GENERALLY DEFINED AS THE AREA BEGINNING FIVE FEET OUTSIDE OF THE TREE'S DRIPLINE AND EXTENDING TOWARDS THE TREE (OR AS FAR AWAY FROM THE TRUNK AS PRACTICABLE). THE FENCING SHALL BE OF A MATERIAL AND HEIGHT ACCEPTABLE TO THE LANDSCAPE ARCHITECT. ALL CONTRACTORS AND THEIR CREWS SHALL NOT BE ALLOWED INSIDE THIS "PROTECTED ZONE" NOR SHALL THEY BE ALLOWED TO STORE OR DUMP FOREIGN MATERIALS WITHIN THIS AREA. NO WORK OF ANY KIND, INCLUDING TRENCHING, SHALL BE ALLOWED WITHIN THE PROTECTED ZONE EXCEPT AS DESCRIBED BELOW. THE FENCING SHALL REMAIN AROUND EACH TREE TO BE SAVED UNTIL THE COMPLETION OF CONSTRUCTION OPERATIONS. 3. TEMPORARY MULCH: TO ALLEVIATE SOIL COMPACTION IN ANTICIPATED AREAS OF HIGH CONSTRUCTION TRAFFIC, AND ONLY WHERE FENCING CANNOT BE SET FIVE FEET OUTSIDE OF THE DRIPLINE, THE CONTRACTOR SHALL INSTALL A LAYER OF MULCH, 9"-12" THICK, OVER ALL EXPOSED EARTH FROM THE TREE TRUNK TO 5' OUTSIDE OF THE DRIPLINE. THIS LAYER SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. WHEN PLANTING OPERATIONS ARE COMPLETED, THE MULCH SHALL BE REDISTRIBUTED THROUGHOUT ALL PLANTING AREAS IN A 3" THICK "PERMANENT" MULCH LAYER. 4. NECESSARY WORK: WHEN IT BECOMES NECESSARY TO ENTER THE "PROTECTED ZONE", SUCH AS FOR FINE GRADING, IRRIGATION INSTALLATION, AND PLANTING OPERATIONS, THE CONTRACTOR SHALL STRICTLY ADHERE TO THE FOLLOWING RULES: A. EVERY EFFORT SHALL BE MADE TO PRESERVE THE EXISTING GRADE AROUND PROTECTED TREES IN AS WIDE AN AREA AS POSSIBLE. B. TRENCHING WITHIN THE PROTECTED ZONE OF EXISTING TREES SHALL BE PERFORMED BY HAND, AND WITH EXTREME CARE NOT TO SEVER ROOTS 1-1/2" IN DIAMETER AND LARGER. WHERE ROOTS 1-1/2" IN DIAMETER AND LARGER ARE ENCOUNTERED, THE CONTRACTOR SHALL TUNNEL UNDER SAID ROOTS. EXPOSED ROOTS THAT HAVE BEEN TUNNELED UNDER SHALL BE WRAPPED IN WET BURLAP AND KEPT MOIST WHILE THE TRENCH IS OPEN. C. WHERE ROOTS 1-1/2" IN DIAMETER OR LARGER MUST BE CUT DUE TO EXTENSIVE GRADE CHANGES, THOSE ROOTS MUST BE EXPOSED BY HAND DIGGING AND CUT CLEANLY. RAGGED CUTS GENERALLY DO NOT HEAL PROPERLY, AND MAY LEAVE THE TREE OPEN TO PESTS AND PATHOGENS. D. WHERE TRENCHING NEAR TREES HAS ALREADY OCCURRED FROM PREVIOUS CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL MAKE EVERY EFFORT TO CONFINE HIS TRENCHING OPERATIONS TO THE PREVIOUSLY -CREATED TRENCHES, WHILE ADHERING TO THE CONDITIONS SET FORTH IN 3B. EXISTING PLANT LEGEND TO REMAIN . 0EXISTING DECIDUOUS TREES TO REMAIN =117 PARKING LANDSCAPE CODE TO REMOVE EXISTING DECIDUOUS TREES TO BE REMOVED =3 4. POTENTIAL CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARBORIST SHOULD ANY POTENTIAL CONFLICTS ARISE BETWEEN THESE SPECIFICATIONS AND/OR LARGE ROOTS ENCOUNTERED IN THE FIELD, AND CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL NOT TAKE ANY ACTION IN SUCH CONFLICTS WITHOUT THE ARBORIST'S WRITTEN APPROVAL. THE ARBORIST SHALL HAVE FINAL AUTHORITY OVER ALL METHODS NECESSARY TO HELP ENSURE THE PROTECTION AND SURVIVAL OF EXISTING TREES. 5. PRUNING: PRUNE ONLY THE TREES THAT ARE INDICATED ON THE PLANS AS REQUIRING PRUNING. PRUNE TREES ACCORDING TO INTERNATIONAL SOCIETY OF ARBORICULTURE / ANSI A300 STANDARDS: A. REMOVE ALL DEADWOOD. B. PRUNE LIVE WOOD FOR HEALTH OR STRUCTURAL REASONS ONLY, INCLUDING THE NEED TO ELIMINATE DISEASED OR DAMAGED GROWTH, ELIMINATE STRUCTURALLY UNSOUND GROWTH, REDUCE THE POTENTIAL FOR WIND TOPPLING OR WIND DAMAGE, OR TO MAINTAIN GROWTH WITHIN LIMITED SPACE. DO NOT REMOVE MORE THAN 25% OF ANY TREE'S LIVE FOLIAGE IN ANY ONE GROWING SEASON. PRUNE ONLY TO INTERNATIONAL SOCIETY OF ARBORICULTURE/ANSI A300 STANDARDS, AND ONLY UNDER THE DIRECT SUPERVISION OF A CERTIFIED ARBORIST. C. FINAL CUTS SHALL BE MADE JUST OUTSIDE THE SHOULDER RING AREA. EXTREMELY FLUSHED CUTS WHICH PRODUCE LARGE WOUNDS SHALL NOT BE MADE. D. ALL TRIMMING CUTS SHALL BE PERFORMED IN SUCH A MANNER AS TO PROMOTE THE NATURAL GROWTH AND SHAPE OF EACH TREE SPECIES. E. IMPROPER PRUNING METHODS INCLUDING, BUT NOT LIMITED TO, "TOPPING", "TIPPING", "HEADING BACK", "DEHORNING", AND "LIONTAILING" WILL NOT BE ALLOWED. THE CONTRACTOR SHALL PAY FOR ALL WORK NECESSARY TO CORRECT SUCH PRUNING WHEN PERFORMED BY HIS CREWS OR SUBCONTRACTORS. F. SHOULD THE CONTRACTOR REQUIRE MORE INFORMATION, THE CONTRACTOR SHALL CONTACT THE ISA AT (217) 355-9411 FOR A COPY OF THE ANSI A300 PRUNING STANDARDS. CONTRACTOR SHALL ADHERE TO THE METHODS AND PRACTICES SET FORTH IN THIS DOCUMENT. 6. LANDSCAPE AND IRRIGATION (NATIVE TREES ONLY): ANY FUTURE LANDSCAPE AND IRRIGATION SHOULD ADHERE TO THE FOLLOWING GUIDELINES: A. NO IRRIGATION OR PLANTING SHOULD OCCUR CLOSER THAN 8'-10' FROM THE TRUNK. B. WHERE IRRIGATION DOES OCCUR WITHIN THE PROTECTED ZONE, DRIP IRRIGATION SHOULD BE USED WHEREVER POSSIBLE. ADDITIONALLY, ONLY PLANTS WITH LOW WATER NEEDS SHOULD BE PLANTED WITHIN THE PROTECTED ZONE, SPACED FAR APART WHERE CLOSE TO THE TREE. PLANTS MAY BE SPACED CLOSER TOGETHER NEAR THE EDGE OF THE PROTECTED ZONE. GRAPHIC SCALE 50 0 25 50 100 CODE PROPOSED STALLS REQUIRED AREA PROPOSED PARKING LOT LANDSCAPE AREA PARKING LOTS WITH 100 825 STALLS 825 STALLS STALLS OR MORE MUST x 35 SF CONTAIN 35 SF PER SPACE 28,875 SF REQUIRED NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. 29,311 SF (IN FEET) 1 inch 200 TREE REMOVAL LEGEND TREE NUMBER SCIENTIFIC NAME COMMON NAME CALIPER INCHES CONDITION ACTION OTHER COMMENTS 1 LIQUIDAMBER STYRACIFLUA'PALO ALTO" PALO ALTO SWEETGUM 7"-8" GOOD REMOVE LOCATION AND SIZE TO BE VERIFIED 2 LIQUIDAMBER STYRACIFLUA'PALO ALTO" PALO ALTO SWEETGUM 6"-7" GOOD REMOVE LOCATION AND SIZE TO BE VERIFIED 3 LIQUIDAMBER STYRACIFLUA'PALO ALTO" PALO ALTO SWEETGUM 6"-7" GOOD REMOVE LOCATION AND SIZE TO BE VERIFIED REVISION SURVEYED: TJ K DESIGNED: JSB DRAWN: JSB CHECKED: RCJ BY DATE AP P R APPROVED: BDA • CITY 0 F WALMART #2516 pi RENTON WALMART SUPERCENTER PICKUP EXPANSION • CONSTRUCTION DOCUMENTS Planning/Building/Public Works Dept. LANDSCAPE PLAN DATE: 07/29/2021 nE WBo0K: BOOK PAGE: PAG E DRAWING NO, L1 SHEET: OF: 117 AS -BUILT SET 00 i 0 W �I co co As 5�5 1/6 TjNI �X�� X X X X X X X x S srs TAR sT co srs------------------- STS \ ,, • \, g1S 7 8 9 10 11 12 25 26 27 S � STS\ , - - - - - - I �W-W-ROCK MULCH MULCH TYP, - - _ - - /� / TYP. w OU w W 4-RORU / I / T„ Z` S _ I a b �c�/� l 91 Ll 8l l9 co l./ XI Li;M STS I 000 I 0 � "y _ -w STS I • W-Lfl _W- -vim I 1 STS I r- N s'IS SL j IQ i STS Si 24U) TS -------� a- - - - - - - - - L - - - - - - - - - - -- ---- --- -- - - - - - - - - - I A -w -4(DI W W o LANDSCAPE GUARANTEE AND MAINTENANCE a a ° 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S ACCEPTANCE. THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A NEAT, CLEAN, AND HEALTHY CONDITION FOR A PERIOD OF 90 DAYS. THIS SHALL INCLUDE PROPER PRUNING, MOWING AND AERATION OF LAWNS, WEEDING, ` REPLACEMENT OF MULCH, REMOVAL OF LITTER, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. IRRIGATION SHALL BE MAINTAINED IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON AND TO MAXIMIZE WATER CONSERVATION. IF SITE OPENS DURING WINTER, TO AVOID FREEZE DAMAGE ON PLANTINGS, THE 90 DAYS SHOULD BEGIN AFTER ACCEPTANCE OF THE WORK. / 3. DURING THE LANDSCAPE MAINTENANCE PERIOD, THE LANDSCAPE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL LANDSCAPE AREAS AT THE MINIMUM SLOPE SPECIFIED IN THE GEOTECHNICAL REPORT. LANDSCAPE AREAS WHICH SETTLE AND CREATE THE POTENTIAL FOR PONDING SHALL BE / REPAIRED TO ELIMINATE PONDING POTENTIAL AND BLEND IN WITH THE SURROUNDING GRADES. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch = 20 ft. UTILITY NOTES 1. THE LANDSCAPE CONTRACTOR IS REQUIRED TO CONTACT THE COUNTY PUBLIC WORKS DEPARTMENT, AND ANY OTHER PUBLIC OR PRIVATE AGENCY NECESSARY FOR UTILITY LOCATION PRIOR TO ANY CONSTRUCTION. 2. THIS DRAWING IS A PART OF A COMPLETE SET OF BID DOCUMENTS, SPECIFICATIONS, ADDITIONAL DRAWINGS, AND EXHIBITS. UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED FOR CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE, AND REVIEWING ALL RELATED DOCUMENTS. 3. THE LOCATION OF THE ALL UNDERGROUND UTILITIES ARE LOCATED ON THE ENGINEERING DRAWINGS FOR THIS PROJECT. THE MOST CURRENT REVISION IS HERE IN MADE PART OF THIS DOCUMENT. UNDERGROUND UTILITIES EXIST THROUGHOUT THIS SITE AND MUST BE LOCATED PRIOR TO ANY CONSTRUCTION ACTIVITY. WHERE UNDERGROUND UTILITIES EXIST, FIELD ADJUSTMENT MAY BE NECESSARY AND MUST BE APPROVED BY A REPRESENTATIVE OF THE OWNER. NEITHER THE OWNER NOR THE LANDSCAPE ARCHITECT ASSUMES ANY RESPONSIBILITY WHATSOEVER, IN RESPECT TO THE CONTRACTORS ACCURACY IN LOCATING THE INDICATED PLANT MATERIAL, AND UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED WITHOUT REFERENCING THE ABOVE MENTIONED 80 DOCUMENTS. T.FINISH GRADE. SEE PLANTING PLAN FOR GROUND COVER TREATMENT CSHREDDED BARK MULCH, 3" MIN. ) DEPTH, ROUGHLY THE EXTENTS OF ROOTBALL PLANT ROOT BALL. SET TOP (3') ROOTBALL 2" ABOVE ADJECENT GRADE. IN BERMED AREAS SET ROOTBALL 2" ABOVE LOWER ADJECENT GRADE - INSTALL WATER RING (2 - 3" HT.) BACKFILL MIX (PER PLANTING SPECIFICATIONS). AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. JET BACKFILL WITH WATER TO ELIMINATE VOIDS. X) COMPACTED BACKFILL MIX (75%). �6 UNDISTURBED NATIVE SOIL. CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. X X�� 28 29 1 30 z� 1 22 I t� I s� T T I ER D4 O sr 40 s S 41 - - - - - - - - - - - - - - - L_ EVT W W W --------------- A- o 11 a PLANTING LEGEND LEGEND PLANTING SIZE MATURE WATER USE QTY ABBREV. BOTANIC NAME COMMON NAME (MINIMUM) SIZE (VL,L,M,H) SUN/SHADE DECIDUOUS SHRUBS 12 RORA ROSA RUGOSA'NEARLY WILD' NEARLY WILD ROSE #5 CONT. 18-24" 3'X3' L/M SUN MULCH ROCK COBBLE MULCH WITH WOOD 350 SF ROCK COBBLE MULCH MULCH RING AROUND ALL PLANT MATERIAL, MULCH U MULCH N/A SEE PLANTING NOTES & DETAILS n 1 INTERIOR TREE PLANTING DETAIL SCALE: NOT TO SCALE -) TREE CANOPY. NOTES: CNYLON TREE STRAPS AT ENDS OF WIRES - 1 TREE.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING SECURE TO STAKE OR DEADMEN WITH NAILS. 2 REMOVE EXCESS SOIL APPLIED ON TOP OF THE 3 12 GAUGE GALVANIZED WIRE. SECURE TO ROOTBALL THAT COVERS THE ROOT FLARE. THE TRUNK JUST ABOVE LOWEST MAJOR PLANTING HOLE DEPTH SHALL BE SUCH THAT THE BRANCHES. ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 3"-5" ABOVE FINISH GRADE. 0 24" X 3/4" P.V.C. MARKERS OVER WIRES. 3. CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF OPRESSURE -TREATED WOOD STAKE, 2" DIA. BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL EXTEND STAKES 12" MIN. INTO UNDISTURBED NYLON TIES, TWINE, ROPE, AND OTHER PACKING SOIL. MATERIAL. REMOVE ALL BURLAP FROM AROUND ROOTBALL. 0 PRESSURE -TREATED WOOD DEADMEN, TWO 4. TREE WRAP IS NOT TO BE USED ON ANY NEW PER TREE (MIN.). BURY OUTSIDE OF PLANTINGS, EXCEPT IN LATE FALL PLANTING PLANTING PIT AND 18" MIN. INTO SITUATIONS, AND ONLY THEN AFTER CONSULTATION UNDISTURBED SOIL. WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING TREE, WRAP FROM TRUNK FLARE TO LOWEST MAJOR OTRUNK FLARE. BRANCH. 5. REMOVE ALL NURSERY STAKES AFTER PLANTING. 0WOOD MULCH TREE RING T DIA MIN. TYPE 6. FOR TREES OVER 3" CALIPER, USE THREE STAKES OR AND DEPTH PER PLANS. DO NOT PLACE DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND MULCH WITHIN 3" OF TRUNK. TREE. 7. DO NOT ALLOW AIR POCKETS TO FORM WHEN 9) FINISH GRADE. SEE PLANTING PLAN FOR BACKFILLING. GROUND COVER TREATMENT 10 ! ROOT BALL -SEE NOTE 3, THIS DETAIL BACKFILL. AMEND AND FERTILIZE ONLY AS STAKING EXAMPLES (PLAN VIEW) RECOMMENDED IN SOIL FERTILITY ANALYSIS. _ 12 UNDISTURBED NATIVE SOIL \ 13 ! SOFT VELCRO, OR OTHER FABRIC WRAP • 14 CENTRAL LEADER, SEE PLANTING NOTES PREVAILING PREVAILING WINDS WINDS PLANTING NOTES GENERAL 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES, STANDARDS, AND SPECIFICATIONS. 2. LANDSCAPE DESIGN IS DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITY CALCULATIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE LANDSCAPE LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE DISCREPANCIES. MINOR ADJUSTMENTS TO THE LANDSCAPE MATERIAL AND LOCATIONS MAY BE PROPOSED FOR CITY CONSIDERATION AT THE CONSTRUCTION DOCUMENT STAGE TO RESPOND TO MARKET AND FIELD CONDITIONS. HOWEVER, THERE SHALL BE NO REDUCTION IN THE NUMBER AND SIZE OF MATERIALS. 3. CONTRACTOR SHALL MAKE HIMSELF AWARE OF THE LOCATIONS OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON. THIS DRAWING IS PART OF A COMPLETE SET OF CONTRACT DOCUMENTS. UNDER NO CIRCUMSTANCES SHOULD THIS PLAN BE USED FOR CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE AND REVIEW ALL RELATED PLANS AND DOCUMENTS. 4. ALL UTILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENGTH FOR MAINTENANCE EQUIPMENT. 5. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANTS INDICATED AS "TO REMAIN". ANY SUCH PLANTS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH THE SAME SPECIES, SIZE, AND QUANTITY AT THE CONTRACTOR'S OWN EXPENSE, AND AS ACCEPTABLE TO THE OWNER. REFER TO THE TREE PROTECTION NOTES ON THE PLANS (AS APPLICABLE). 6. LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. IF SITE CONDITIONS OR PLANT AVAILABILITY REQUIRE CHANGES TO THE PLAN, THEN AN APPROVAL WILL BE OBTAINED FROM THE CITY. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. 7. ALL CONSTRUCTION DEBRIS AND MATERIAL SHALL BE REMOVED AND CLEANED OUT PRIOR TO INSTALLATION OF TOPSOIL, TREES, SHRUBS, AND TURF. 8. FOR ALL INFORMATION ON SURFACE MATERIAL OF WALKS, DRIVES, AND PARKING LOTS, SEE THE SITE PLAN. SEE PHOTOMETRIC PLAN FOR FREE STANDING LIGHTING INFORMATION. 9. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. 10. WINTER WATERING SHALL BE AT THE EXPENSE OF THE CONTRACTOR UNTIL SUCH TIME AS FINAL ACCEPTANCE IS RECEIVED. 11. ALL LANDSCAPE CONSTRUCTION PRACTICES, WORKMANSHIP, AND ETHICS SHALL, BE IN ACCORDANCE WITH INDUSTRY STANDARDS SET FORTH IN THE CONTRACTORS HANDBOOK PUBLISHED BY THE WASHINGTON LANDSCAPE CONTRACTORS ASSOCIATION. 12. LANDSCAPE AND IRRIGATION WORK SHALL BE COMPLETED PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. FINISH GRADING AND SOIL PREPARATION 13. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN FINISH GRADES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER. 14. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, IT IS RECOMMENDED THAT THE CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: GENERAL SOIL FERTILITY, PH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT's PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE -PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 15. THE CONTRACTOR SHALL RECOMMEND INSTALLATION OF SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT FOR THE THE OWNER/OWNER'S REPRESENTATIVE CONSIDERATION. 16. AT A MINIMUM, ALL TOPSOIL SHALL BE AMENDED WITH NITROGEN STABILIZED ORGANIC AMENDMENT COMPOST AT A RATE OF 5.0 CUBIC YARDS AND AMMONIUM PHOSPHATE 16-20-0 AT A RATE OF 15 POUNDS PER THOUSAND SQUARE FEET OF LANDSCAPE AREA. COMPOST SHALL BE MECHANICALLY INTEGRATED INTO THE TOP 6" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS -RIPPING. GROUND COVER & PERENNIAL BED AREAS SHALL BE AMENDED AT A RATE OF 8 CUBIC FEET PER THOUSAND SQUARE FEET OF NITROGEN STABILIZED ORGANIC AMENDMENT AND 10 LES. OF 12-12-12 FERTILIZER PER CU. YD., ROTOTILLED TO A DEPTH OF 8". NO MANURE OR ANIMAL -BASED PRODUCTS SHALL BE USED FOR ORGANIC AMENDMENTS. PLANTING 17. ALL DECIDUOUS TREES SHALL HAVE FULL, WELL -SHAPED HEADS/ALL EVERGREENS SHALL BE UNSHEARED AND FULL TO THE GROUND; UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 18. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 19. ALL TREES SHALL BE GUYED AND WOOD STAKED AS PER DETAILS. NO'T-STAKES' SHALL BE USED FOR TREES. 20. ALL PLANT MATERIALS SHALL BE TRUE TO TYPE, SIZE, SPECIES, QUALITY, AND FREE OF INJURY, BROKEN ROOT BALLS, PESTS, AND DISEASES, AS WELL AS CONFORM TO THE MINIMUM REQUIREMENTS DESCRIBED IN THE "AMERICAN STANDARD FOR NURSERY STOCK". FOLLOW GREENCO TREE PLANTING RECOMMENDATIONS FOR MINIMUM QUALITY REQUIREMENTS FOR TREES. 21. ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 22. ALL TREES PLANTED ADJACENT TO PUBLIC AND/OR PEDESTRIAN WALKWAYS SHALL BE PRUNED CLEAR OF ALL BRANCHES BETWEEN GROUND AND A HEIGHT OF EIGHT (8) FEET FOR THAT PORTION OF THE PLAN LOCATED OVER THE SIDEWALK AND/OR ROAD. 23. ALL PLANT MATERIAL SHALL NOT BE PLANTED PRIOR TO INSTALLATION OF TOPSOIL. 24. ALL PLANT BEDS SHALL BE CONTAINED WITH STEEL EDGER. STEEL EDGER IS NOT REQUIRED ALONG CURBS, WALKS OR BUILDING FOUNDATIONS. ALL EDGING SHALL OVERLAP AT JOINTS A MINIMUM OF 6-INCHES, AND SHALL BE FASTENED WITH A MINIMUM OF 4 PINS PER EACH 10 FOOT SECTION. THE TOP OF ALL EDGING MATERIAL SHALL BE A ROLLED TOP AND 1/2 INCH ABOVE THE FINISHED GRADE OF ADJACENT LAWN OR MULCH AREAS. COLOR: GREEN. 25. THE DEVELOPER, HIS SUCCESSOR, OR ASSIGNEE SHALL BE RESPONSIBLE FOR ESTABLISHING AND CONTINUING A REGULAR PROGRAM OF MAINTENANCE FOR ALL LANDSCAPED AREAS. SEE LANDSCAPE GUARANTEE AND MAINTENANCE NOTE. 26. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS. 27. LANDSCAPE CONTRACTOR TO SUBMIT SAMPLES OF MISCELLANEOUS LANDSCAPING MATERIALS TO THE LANDSCAPE ARCHITECTS AND OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION, IE.; MULCH, EDGER, LANDSCAPE FABRIC, ETC. MULCHING 28. AFTER ALL PLANTING IS COMPLETE, THE CONTRACTOR SHALL INSTALL A MINIMUM 4" THICK LAYER OF MULCH AS SPECIFIED IN THE PLANTING LEGEND. INSTALL A 4" THICK RING OF DOUBLE SHREDDED CEDAR BARK MULCH AROUND ALL PLANT MATERIAL IN ROCK MULCH BEDS WHERE LANDSCAPING IS SHOWN ON THE PLANS. WOOD MULCH RING SIZE SHALL BE THE CONTAINER SIZE OF THE SHRUBS, PERENNIALS, AND ORNAMENTAL GRASSES. TREE RING SIZE SHALL BE GREEN INDUSTRIES OF WASHINGTON INDUSTRY STANDARD WIDTH. 29. ALL MULCH SHALL BE HARVESTED IN A SUSTAINABLE MANNER FROM A LOCAL SOURCE. 30. INSTALL DEWITT PRO-5 WEED BARRIER FABRIC UNDER ALL ROCK MULCH SHRUB BEDS SPECIFIED ON THE PLANS ONLY. NO LANDSCAPE FABRIC SHALL BE USED IN WOOD MULCH AREAS. NO PLASTIC WEED BARRIERS SHALL BE SPECIFIED. 31. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. 32. ALL PLANTING AREAS WITH LESS THAN A 4:1 GRADIENT SHALL RECEIVE A LAYER OF MULCH, TYPE AND DEPTH PER PLANS. SUBMIT 1 CUBIC FOOT SAMPLE OF MULCH (ONE SAMPLE PER TYPE) TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT SLOPES 4:1 OR STEEPER, OR AS OTHERWISE DENOTED ON THE PLAN. ABSOLUTELY NO EXPOSED GROUND SHALL REMAIN IN AREAS TO RECEIVE MULCH AFTER MULCH HAS BEEN INSTALLED. 33. ALL PLANTING AREAS ON SLOPES OVER 4:1 SHALL RECEIVE COCONUT FIBER EROSION CONTROL NETTING FROM ROLLS. NETTING SHALL BE #CT-125, AS MANUFACTURED BY NORTH AMERICAN GREEN (OR EQUAL). INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS. SEE ALSO THE CIVIL ENGINEER'S EROSION CONTROL PLAN. R-418516 SHRUB AND PERENNIAL DETAIL SURVEo: DATE. 1988 1 SCALE: NOT TO SCALE TJK HORIZOVEFMCNTAL- AD 1 83/1 WALMART #2516 HORIZONTAL: NAD 1983/1991AO% 0 7 2 9 2 0 21 DESIGNED: Q C T Y OF ARENTON WALMART SUPERCENTER PICKUP EXPANSION PAGE:°°K`BOOE JSB ��, PAG °R°"'" \\ CONSTRUCTION DOCUMENTS PAGE JSB ���� M � DRAWING N0: NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. cHECKEDRCJ Plan ning/Building/Public Works Dept. LANDSCAPE PLAN L2 NO. REVISION BY DATE APPR APPROVED: OF. \ SHEET: BDA 17 17 U- 00 T .ROCK TYR Ni d 1 I M BOER -�__-_--ems.-- ;�---- 4 11 1 y� — � I y 40 41 $i3 � SH i$ i3(s s n I ze I I TFT"®T s s L-------------y -- ----------- --1_;� I W� C 77 LANDSCAPE GUARANTEE AND MAINTENANCE N 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED AREAS, AND 0a< IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S ACCEPTANCE. THE e CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE, MY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A NEAT, CLEAN. AND HEALTHY CONDITION FOR A PERIOD OF 90 DAYS. THIS SHALL INCLUDE PROPER PRUNING, MOWING AND AERATION OF LAWNS WEEDING, REPLACEMENT OF MULCH REMOVAL OF LITTER, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. IRRIGATION SMALL BE MAINTAINED IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON AND TO MAXIMIZE WATER CONSERVATION. IF SITE OPENS DURING WINTER TO AVOID FREEZE DAMAGE ON PLANTINGS THE SO DAYS SHOULD BEGIN AFTER ACCEPTANCE OF THE WORK. 3. DURING THE LANDSCAPE MAINTENANCE PERIOD THE LANDSCAPE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL LANDSCAPE AREAS AT THE MINIMUM SLOPE SPECIFIED IN THE GEOTECHNICAL REPORT. LANDSCAPE AREAS WHICH SETTLE AND CREATE THE POTENTIAL FOR PONYING SHALL BE REPAIRED TO ELIMINATE PENDING POTENTIAL AND BLEND IN WITH THE SURROUNDING GRADES. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION / OF THE LANDSCAPE ARCHITECT AND OWNER. 25 I 26 1 27 I 28 1 29 I 30 (C 1 u I cf I if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fiO UNDISTURBED NATIVE SOIL. 8 9 10 II 12 r/ I ff // � 51 91 Ll 9l L 1_ I IIIIT\ I�N.�• ,N1 I � I � ------------------------------------------------- I CAUTION FLIMFIDTIR ITIES EXISTWITHIN CONSTRUCTIONS.CONTRACTOR I$ RESPONSIBLE IDENTIFYING THEIR LOCATION PRIOR TO CONBTRU LTION. EF­ DECIDUCLISSHRUDS MULCH T q \INTERIOR TREE PLANTING DETAIL L SCALE: NOTTO SCALE 1O TREE CANOPY. NOTES: ONYLON TREE STRAPS AT ENDS OF WIRES- 1' SCARIFY SIDES OF PLANING PIT PRIOR TO SETTING SECURE TO STAKE OR DEADMEN WITH NAILS 2 REMOVE EXCESS SOIL APPLIED ON TOP OF THE OS 12 GAUGE GALVANIZED WIRE. SECURE TO ROOTBALL THAT COVERS THE ROOT FEARS. THE TRUNK JUST ABOVE LOWEST MAJOR RANTING HOLE DEPTH SHALL BE SUCH THAT THE BRANCHES. FOOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 3NS-ABOVE FINISH GRADE. O 2P X WVPVC. MARKERS OVER WIRES. S. CUT OFF BOTTOM VS OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF O5 PRESSURE -TREATED WOOD STAKE. P DIA BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL EXTEND STAKES 12- MIN, INTO UNDISTURBED NYLON TIES, MANE, ROPE, AND OTHER PACKING SOIL, MATERIAL. REMOVE ALL BURLAP FROM AROUND ROOTBALL. O6 PRESSURETREATEDWOOD DEADMEN, TWO 4, TREE WRAP IS NOT TO BE USED ON ANY NEW PERTREE(MIN.). BURYOUTSIDEOF PUMINGS EXCEPT IN LATE FALL PLANTING RANTING PIT AND I8-MIN. INTO SITUATION$ AND ONLY THEN AFTER CONSULTATION UNDISTURBED SOIL. WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING TREE, WRAP FROM TRUNK SURE TO LOWEST MAJOR O TRUNK FLARE. BRANCH. 5. REMOVE AIL NURSERY STAKES AFTER PLANTING. OWOOD MULCH TREE RING 3' DIA MIN. TYPE 5. FOR TREES OVER Y CALIPER, USE THREE STAKES OR AND DEPTH PER PLAN$. DO NOT PLACE DEADMEN(AS APPROPRIATE), SPACED EVENLY MOUND MULCH WITHIN T OFTRUNK. TREE. T DO NOT ALLOW AIR POCKETS TO FORM WHEN Op FINISH GRACE. SEE PLANTING PLAN FOR B.4CKFILLING. GROUND COVER TREATMENT 10 ROOT BALLSEE NOTE 3, THIS DETAIL BACKFILL AMEND AND FERTILIZE ONLY AS STARING EXAMPLES (PLAIN VIEW) 11 RECOMMENDED IN SOIL FERTILITY ANALYSIS. UNDISTU NATIVE SOIL 12 SO" OR OTHER 1 13 SOFi VELCRO,OR OTHER FABRIC WRAP /^y 14 CENTRAL LEADER, SEE PLANTING NOTES B O } PREVAILING PREVAILING WIND$ WINDS GENERAL 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES, STANDARDS, AND SPECIFICATIONS. 2. LANDSCAPE DESIGN IS DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITY CALCULATIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE LANDSCAPE LEGEND, THE PLANT OUANTITY AS SHOWN ON THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE DISCREPANCIES. MINOR ADJUSTMENTS TO THE LANDSCAPE MATERIAL AND LOCATIONS MAY BE PROPOSED FOR CITY CONSIDERATION AT THE CONSTRUCTION DOCUMENT STAGE TO RESPOND TO MARKET AND FIELD CONDITIONS. HOWEVER, THERE SMALL BE NO REDUCTION IN THE NUMBER AND SIZE OF MATERIALS. 3. CONTRACTOR SHALL MAKE HIMSELF AWARE OF THE LOCATIONS OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON. THIS DRAWING IS PART OF A COMPLETE SET OF CONTRACT DOCUMENTS. UNDER NO CIRCUMSTANCES SHOULD THIS PLAN BE USED FOR CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE AND REVIEW ALL RELATED PLANS AND DOCUMENTS. 4, ALL UTILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENGTH FOR MAINTENANCE EQUIPMENT. 5. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANTS INDICATED AS TO REMAIN'. ANY SUCH PLANTS DAMAGED BY THE CONTRACTOR SMALL BE REPLACED WITH THE SAME SPECIES SIZE AND QUAMITY AT THE CONTRACTOR'S OWN EXPENSE. AND AS ACCEPTABLE TO THE OWNER. REFER TO THE TREE PROTECTION NOTES ON THE PLAINS (AS APPLICABLE). 8. LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. IF SITE CONDITIONS OR PLANT AVAILABILITY REQUIRE CHANGES TO THE PLAN, THEN AN APPROVAL WILL BE OBTAINED FROM THE CRY. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. T. ALL CONSTRUCTION DEBRIS AND MATERIAL SHALL BE REMOVED AND CLEANED OUT PRIOR TO INSTALLATION OF TOPSOIL, TREES, SHRUBS, METTE. 8. FOR ALL INFORMATION ON SURFACE MATERIAL OF WALKS, DRIVES, AND PARKING LOT$, SEE THE SITE PLAN. SEE PHOTOMETRIC PLAN FOR FREE STANDING LIGHTING INFORMATION. 8. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. 10. WINTER WATERING SHALL BE AT THE EXPENSE OF THE CONTRACTOR UNTIL SUCH TIME AS FINAL ACCEPTANCE IS RECEIVED. 11. ALL LANDSCAPE CONSTRUCTION PRACTICES, WORKMANSHIP, AND ETHICS SHALL, BE IN ACCORDANCE WITH INDUSTRY STANDARDS SET FORTH IN THE CONTRACTORS HANDBOOK PUBLISHED BY THE WASHINGTON LANDSCAPE CONTRACTORS ASSOCIATION. 12. LANDSCAPE AND IRRIGATION WORK SHALL BE COMPLETED PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. FINISH GRADING AND SOIL PREPARATION 13, CONTRACTOR SHALL CONSTRUCT AND MAINTAIN FINISH GRADES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT, AND AREAS OF POTENTIAL PoNDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE BONDING POTENTIAL. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER. 14. AFTER FINISH GRADES HAVE BEEN ESTABLISHED. IT IS RECOMMENDED THAT THE CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN 15, THE CONTRACTOR SHALL RECOMMEND INSTALLATION OF SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT FOR THE THE OWNERIOWNER'S REPRESENTATIVE CONSIDERATION. 16. AT MINIMUM, ALL TOPSOIL SHALL BE AMENDED WITH NITROGEN STABILIZED ORGANIC AMENDMENT COMPOST AT A RATE OF 5.0 CUBIC YARDS AND AMMONIUM PHOSPHATE I6-2" ATA RATE OF 15 POUNDS PER THOUSAND SQUARE FEET OF LANDSCAPE AREA. COMPOST SHALL BE MECHANICALLY INTEGRATED IWO THE TOP 6 OF SOIL BY MEANS OF ROTOTLLING AFTER CROSSRIPPING. GROUND COVER 8 PERENNIAL BED AREAS SHALL BE AMENDED AT RATE OF 8 CUBIC FEET PER THOUSAND SQUARE FEET OF NITROGEN STABILIZED ORGANIC AMENDMENT AND 10 CBS, OF 12-12-12 FERTILIZER PER CU. YO, ROTOTILLED TO A DEPTH DEW. NO MANURE ORANIMAL-BASED PRODUCTS SHALL BE USED FOR ORGANIC AMENDMENTS. PLANTING IT ALL DECIDUOUS TREES SHALL HAVE FULL, WELL -SHAPED HEADSIALL EVERGREENS SHALL BE UNSHEARED AND FULL TO THE GROUND; UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIG$ AFTER PLANTING. 18. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. IL ALL TREES SHALL BE GUYED AND WOOD STAKED AS PER DETAILS. NO'T-$TAKE$' SHALL BE USED FOR TREE$. 20, ALL PLANT MATERIALS SHALL BE TRUE TO TYPE, SIZE, SPECIES, QUALITY AND FREE OF INJURY, BROKEN ROOT BALLS PESTS, AND DISEASES. AS WELL AS CONFORM TO THE MINIMUM REQUIREMENTS DESCRIBED IN THE'AMERICAN STANDARD FOR NURSERY STOCK". FOLLOW GREENCO TREE PLANTING RECOMMENDATIONS FOR MINIMUM QUALITY REQUIREMENTS FOR TREES, 21, ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 22. ALL TREES PUNTED ADJACENT TO PUBLIC AND/OR PEDESTRIAN WALKWAYS SHALL BE PRUNED CLEAR OF ALL BRANCHES BETWEEN GROUND AND A HEIGHT OF EIGHT (8) FEET FOR THAT PORTION OF THE PLAN LOCATED OVER THE SIDEWALK AND/OR ROAD. 23, ALL PLANT MATERIAL SHALL NOT BE PUNTED PRIOR TO INSTALLATION OF TOPSOIL. 24, ALL PLANT BEDS SHALL BE CONTAINED WITH STEEL EDGER. STEEL EDGER IS NOT REQUIRED ALONG CURBS, WALKS OR BUILDING FOUNDATION$. ALL EDGING SHALL OVERLAP AT JOINTS A MINIMUM OF 6-INCHES, AND SHALL BE FASTENED WITH A MINIMUM OF 4 PINS PER EACH 10 FOOT SECTION. THE TOP OF ALL EDGING MATERIAL SHALL BE A ROLLED TOP AND W INCH ABOVE THE FINISHED GRADE OF ADJACENT LAWN OR MULCH AREAS. COLOR: GREEN. 25, THE DEVELOPER. HIS SUCCESSOR, OR ASSIGNEE SHALL BE RESPONSIBLE FOR ESTABLISHING AND CONTINUING A REGULAR PROGRAM OF MAINTENANCE FOR ALL LANDSCAPED AREAS. SEE LANDSCAPE GUARANTEE AND MAINTENANCE NOTE. 26, A3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS. 27. LANDSCAPE CONTRACTOR TO SUBMIT SAMPLES OF MISCELLANEOUS LANDSCAPING MATERIALS TO THE LANDSCAPE ARCHITECTS AND OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION, IE.; MULCH, EDGER, LANDSCAPE FABRIC, ETC. MULCHING 28, AFTER ALL PUNTING IS COMPLETE THE CONTRACTOR SHALL INSTALL A MINIMUM 4- THICK DYER OF MULCH AS SPECIFIED IN THE PLANTING LEGEND. INSTALL A4' THICK RING OF DOUBLE SHREDDED CEDAR BARK MULCH AROUND ALL PUNT MATERIAL IN ROCK MULCH BEDS WHERE LANDSCAPING IS SHOWN ON THE PLANS. WOOD MULCH RING SIZE SHALL BE THE CONTAINER SIZE OF THE SHRUBS, PERENNIALS, AND ORNAMENTAL GRASSES. TREE RING SIZE SHALL BE GREEN INDUSTRIES OF WASHINGTON INDUSTRY STANDARD WIDTH. 23, ALL MULCH SHALL BE HARVESTED IN A SUSTAINABLE MANNER FROM A LOCAL SOURCE. SIT INSTALL DEWIT PRO-5 WEED BARRIER FABRIC UNDER ALL ROCK MULCH SHRUB BEDS SPECIFIED ON THE PLANS ONLY. NO LANDSCAPE FABRIC SHALL BE USED IN WOOD MULCH AREAS. NO PLASTIC WEED BARRIERS SHALL BE SPECIFIED. 31, ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. 32, ALL PLANTING AREAS WITH LESS THAN A 4a GRADIENT SHALL RECEIVE A LAVER OF MULCH, TYPE AND DEPTH PER PLANS. SUBMIT I CUBIC FOOT SAMPLE OF MULCH (ONE SAMPLE PER TYPE) TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT SLOPES 4.1 OR STEEPER. OR AS OTHERWISE DENOTED ON THE PLAN. ABSOLUTELY NO EXPOSED GROUND SHALL REMAIN IN AREAS TO RECEIVE MULCH AFTER MULCH HAS BEEN INSTALLED. 33, ALL PLANTING AREAS ON SLOPES OVER 41 SHALL RECEIVE COCONUT FIBER EROSION CONTROL NETTING FROM ROLL$. NETTINGSHALL BE NCT425, AS MANUFACTURED BY NORTH AMERICAN GREEN (OR EQUAL). INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS. SEE ALSO THE CIVIL ENGINEER'S EROSION CONTROL PUN. R-418517 NOT FOR CONSTRUCTION NOT TO SCALE uao SIM& ND;�/y _ a!PP j07/2 TJK 10®KML 11�D 1N/MI CITY OF WALMART #2516 9/°'°USE WALMART SUPERCENTER PICKUP EXPANSION BO( RENTON pJSB •CONSTRUCTION DOCUMENTS0 DATUM INNER; cJ Plonning/Building/Public Works Dept. LANDSCAPE PLAN L,2 NO. REVISION BY DATE APPR J^'� BDA ses 17 0