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Initial Plan; Zoning Review IPZR2016005 - Plans
CAD FILE: C:\pwwurking\dD145§a2\T2051_CD‘dwg LAYOUT: Cover Sheet GENERAL PROJECT NOTES 1. CONTRACTOR TO COMPLETE WORK IN A MANNER TO MINIMIZE DISRUPTION TO TARGET GUEST PARKING AND ACCESS. 2. CONTRACTOR TO FULLY INFORM TARGET PRIOR TO COMMENCING WORK. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION STATUS UPDATES AND SUBMITTING CLOSURE SCHEDULES TO TARGET. 3. CONTRACTOR TO PROVIDE BARRICADES AND PROPER TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION TO ENSURE THE SAFETY OF ALL INDIVIDUALS PRESENT ON SITE. PROJECT CONTACTS TARGET STORE TEAM MEMBERS TARGET T2051 CONTACT: THOMAS VANROGGEN 9882 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92646 714-949-1814 THOMAS. VANROGGEN@TARGET.COM DESIGN CONSULTANT KLEINFELDER CONTACT: SCOTT SOUNART 1801 CALIFORNIA STREET, SUITE #1100 DENVER, COLORADO 80202 303-356-0406 SSOUNART@KLElNFELDER.COM ® Know whafs below. Call before you dig. TARGET T2051 9882 ADAMS AVENUE ~11, zomso H -3 TARGET T2051 ' V. 2 ' « SIDEWALK /i ‘I ‘ ' I A V 5 ,: ‘. , , ‘ V‘ ‘ -,»,z'Jé. WORK LIMITS & TARGET ZONE NOT TO SCALE NOTE: ADAMS AVENUE ZONE r MAP ‘ CONSTRUCTION DRA ( ’ Jfa3a.Ls J.SHI'1H)-IOOHE fig;-.. THE EXACT LOCATION OF UTILITIES IN THIS PLAN SET ARE UNKNOWN, THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND DEPTHS OF EXISTING UTILITIES (IN CONFLICT WITH INGS T2051 PERMITS REQUIRED FOR PROJECT SUBMITFAL APPROVAL REQUIREDPERMIT FEE REVIEW TIME DATE DATE EXPIRATION DATE INSPECTIONS AGENCY CONTACT: AGENCY TITLE: BUILDING DEPARTMENT STREET ADDRESS: CITY, STATE ZIP: CONTACT NAME: THOMAS VANROGGEN PHONE: 714-949-1814 SUBJECT CODE SECTION REQUIRED PROPOSED Target Parking 231.04 Retail:1Space/200 sf 127,648 sf: 638 S aces V 685 S as; Target Parking 231.04 Restaurant: 1 Space/1005f 1,708 sf: 17 / 175 aces Others Parkin 231.04 146 S ces Re uired 149 S ces Existin Tatal Parkin 231.04 801 Spaces Required 851 5 aces Provided Landscaping 211.06 Min 8% of Entire Si te Site = 510,697 sf 8% = 40,856 sf 43,552 sf Existin Minimum Lot Area 211.06 Area =10,000 sf 510,697 sf ExistinHUNTINGTON BEACH, CALIFORNIA 92646 5-" v i PROPOSED IMPROVEMENTS) BY CALLING 811 AT LEAST 3 WORKING DAYS PRIOR TO STARTING ANY EXCAVATION. Setbacks 211.06 Front Side Street Min. Dimension = 10 ft. 5CD ft. Existing Min. Dimension = 10ft. 24Dft. Existin SHEET INDEX PAGE NO. 1 10On)A01O)\lm10 10-11 12 13 DESCRIPTION COVER SHEET & MAP DEMOLITION PLAN SITE REPAIR PLAN EXISTING STRIPING PLAN PROPOSED STRIPING PLAN ACCESSIBILITY CHECK PLAN SITE ELEVATION PLAN OVERALL SITE ELEVATION PLAN PHASING PLAN DETAILS GENERAL NOTES GEOTECHNICAL SUMMARY LEGAL DESCRIPTION PARCEL 1, IN THE CITY OF HUNTINGTON BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON THE PARCEL, MAP FILED IN BOOK 75, PAGES 49-50 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PLAN REPRODUCTEDN WARNING X3»? ‘,3’-‘Etii F31‘. ‘ r‘u'\.Tw.')\ '1/‘~ r-1-v F W -',*”a’-\ lN«’- A'xF>“‘/-'3 GFZM” _ ,__; J KLEINFELDER Bright People. Right Solutions. 1801 California Street, Suile #1100 Denver, CO 80202 Phone: 303»237-6601 www.kleirvfelder.oom REVISIONS DSN CHK REV DESCRIPTION DATE DWN APP JAB RAF 0 ISSUED FOR REVIEW 2/25/2016 JAB SMS JAB RAP 1 CLIENT COMMENTS 3/11/16 JAB SMS MRS SAS 2 CITY COMMENTS 7/29/16 MRS SMS ERS MRS 3 CITY COMMENTS 9/23/16 JM JW MRS JW 4 CITY COMMENTS 4l7I17 MRS SMS THIS PLAN SET IS BASED ON AERIAL PHOTOGRAPHY‘ THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXISTCNG INFORMATION SHOWN ON THE THESE PLANS IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE, THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFVING EXISTING SITE CONDITIONS BEFORE COMMENCING CONSTRUCTION. THE CONTRACTOR MUST ALSO CALL 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING N 0 1.. IF ITS NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY THIS DRAWING IS NOT TO SCALE ORIGINAL DRAWING SIZE IS 22 x 34 COVER SHEET & MAP TARGET T2051 9882 ADAMS AVENUE’ HUNTINGTON BEACH. CALIFORNIA 92646 CONSTRUCTION DRAWINGS PROJECT NO. 20163367 SHEET ISSUE DATE 04/07/2017 CURRENT REVISION 4 DESIGNED BY MRS DRAWN BY MRS 1 CHECKED BY JW APPROVED BY SMS 1 of 13 .55‘S2155/ LE5 % KLE/NFELDE/-'1’ Bright People. Right Solutions.1. VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION. / 2. INSTALL EROSION CONTROL MEASURES PRIOR TO DEMOLITION. 1801 Calflomia Street, Suite #11003. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM on COORDINATE ALL n.,,w.,,, Co 30202 NECESSARY UTILITY DEMOLITIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO ALL onsma AMENITIES AND BUILDINGS. THESE CONNECTION INCLUDE BUT ARE NOT ADAMS AVENUE LIMITED TO, IRRIGATION, WATER, SANITARY SEWER, CABLE TV. TELEPHONE. GAS, 160' ELECTRIC, SITE LIGHTING, ETC. 4. PRIOR TO BEGINNING WORK, CONTACT DIG ALERT 811 (OR 1-800~227-2600) TO LOCATE UTILITIES THROUGHOUT THE AREA UNDER CONSTRUCTION. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A PRIVATE UTILITY LOCATOR TO LOCATE THE PRIVATE UTILITIES. 33,15zatv :1 '3'N(5ILn,4vac:£4<'43 LAYOUT‘. Damnlillon Plan 5'4 ~g1—:1<.$‘l Efi-«K L ‘‘ 0 5. SAWCUT ALONG EDGES OF PAVEMENTS, SIDEWALK, AND CURBS TO REMAIN. r 3 I?‘ I‘ V‘ I: § In " : 3 W q 3 tn rtu’ n\ g 5‘ )3 -» gt‘? r» 5.2 § '3? q "3 '3 '7) '0 Q‘, T. 6. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL REV'$'0N3‘V '° " ' . DSN CHK4! 3;, STANDARD SPECIFICATIONS FOR CONSTRUCTION. REV DESCRIPNON DATE L 7. CONTRACTOR TO COORDINATE WITH TARGETS ENVIRONMENTAL CONSULTANT FOR SOIL DWN APP _ JAB RAPA 510p F», ‘A 3.; M \ fl S m x‘ \ in A5 TESTING IN ACCORDANCE WITH THE APPROVED MPCA RESPONSE ACTION AND 0 ISSUED FOR REVIEW JAB SMS 2/25/2015 Q o . v 3 \ \ M mu .. CONSTRUCTION CONTINGENCY PLAN. JAB RAP "' \ N; W ‘ “‘ ‘ L, a CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING GRADING AND STORMWATER 1 CUENT COMMENTS JAB SMS 3/11/15‘ 1»-\ ‘ ' fl 5. \\° ‘v t W‘ .1; m PERMITS, SECURING THE SITE, AND ESTABLISHING APPROPRIATE TEMPORARY EROSION MR5 SAS om M \ M M v 2 cm COMMENTS 7/29/155. ‘W 3 1 °‘ \ J T W \_ t f ‘W R 1 t ‘:3 “S M 135 [E N .. CONTROL PRACTICES, RUN-ON AND RUN~OFF CONTROLS. MRS SMS Q o W0 \ \ S x--2: \ \ ERS MRS<9 “\ M ‘(,1 W: ‘ 3 \ ‘ 1 9. TARGETS ENVIRONMENTAL CONSULTANT WILL COORDINATE WITH CONTRACTOR SOIL 3 CITY COMMENTS 9/23/16 ‘I * “ W ‘* “ "Vb \ nu ‘o STAGINGSISTOCKPILING AREAS AND TRANSPORTATION AND DISPOSAL OF CONTAMINATED M W.1: ‘ (Ina 9* n -~ ~ MRS JW:0 A‘ M \‘?>\ as so SOIL AND FILL. 4 CITY COMMENTS mm 7 N d0lS ‘\ “* my 1 MRS SMS_ \L, 1:] M Ho 5», fl m I. 1 ,\ 3 K. $3 a \ $69 31. A; 10. ALL SOIL DISPOSAL SHALL BE IN ACCORDANCE WITH STATE REQUIREMENTS. l§ lg — r» 1; ‘n “P 2 .,, S . %l '5 '9 '5 T 9 7 '1 4, I; Q J b. 9 a’ mm M 5-«xW%m§m¢;\f';,) \- 5%‘ C-n>%,"\3q*’5\3'§." ‘3 $0? 5‘ 0 £13 M q M l, V, M V ,7 " ,-2 1, @ REMOVE AND DISPOSE OF EXISTING M "' “ 0“ BITUMIN ENT SECTI NLOADING DOCK O _ _ _ I 3 OUS PAVE” ° " " 3l < " " ' 9 PROJECT BOUNDARYum, - u I «'3 E to "5 J u ‘“ '9 L C’\ 1 I 3 — — — — DEMOLITION AREA '5— N 6 B l -1srov 8? 5%IE In [E E IE '9? “\ "’ " I g E. L I E " " U) l ‘La THIS PLAN ser IS BASED ON AERIAL PHOTOGRAPHY -> -9 ~ -1 M H V 7 1 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE - H:\:H j-‘#1 Q N .3 §_ 5 .. I E)(lSTlNG INFORMATION SHOWN ON THE THESE PLANS IS I 3*‘ ="‘ "3 I9 I NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE E CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING N o D P‘ 55 N S 3 l—- N EXISTING SITE CONDITIONS BEFORE COMMENCING '4 '\ 3- “ ; ‘ t CONSTRUCTION. THE CONTRACTOR MUST ALSO CALL 811 AT "‘ as LEAST 72 HOURS BEFORE ANY EXCAVATION T0 REQUEST I5 EXACT FIELD LOCATION OF UTILITIES. SCALE VERIFICATIONTARGET T2051 M o l\ r‘ M ‘’ I‘ 1- $7 H U'I'H[uTL, q'l'\A «T; UT, u3 .,. \. ., .4 .. s. < 9 ‘ ., , mas BARIS1 mcnm LENGTH l% 7' 3 ’ 1‘ \fi‘ 1 2 ‘E 3 1 1V1: 4 ONORIGINALDRAWING ._ 4- 4- 4- NV’ o 1--9 -V -9 3l v \,_ 9. ¢ M L '1 0 ‘° gs; 3. F """"";_'~‘ “ 3§§ '\.')‘\;‘“ *7‘; "u, 3:4 \.‘sLo IFlT'SNOT1lNCHONTHlSN E " SHEET ADJUST YOUR 5‘ SCALES ACCORDINGLY ‘ g 5 b~ Q‘ ~ ’“3“? :_L.uL»uu\a uni’ '~ 5) ‘fr; [Q [Q 50 o 100 150l.<"=: 4- 4- 4- - -v -’ él . .. _ .LA , O \ SCALE. 1 — so SCALE IN FEETw v~ " :— v~ ‘. 53 u— 1* Q I‘ as 1.: 5 _‘_ :_ I‘ I; \ T ORIGINAL DRAWING SIZE IS 22 x 34 D 0- I‘ L, _ 2 ‘-mm, as .;~«~_.7a ¢z°5,:z3"a:’° l§ 4- 4- 4- \° -0 -9 Q L‘ } 0 o'’r ’\ DEMOLITION PLAN \\7s\.u,&\ via *3; 6 \n"H.3\:: ‘rycrmi’14 El 8 1‘ 0 " '1 ~ ~! '°‘L_ “ . 119' A -3\-\/ xi H x‘ V: VV‘ V’ ". °&3‘‘ fin QHVL L’ ————- 2‘; v.:~. .51.):/w;,,‘91")Iv"’ 3o5_\“’u ¢}J\5\?\» '~D"\" I . U’ é‘ 40' ‘A I‘ M m A “' “ 3 —— 0 3§,‘;; 3 so 5:“: SM TARGET T2051 9882 ADAMS AVENUE HUNTINGTON BEACH, CALlFORN!A 92646EMPLOYEE PARKING CONSTRUCTION DRAWINGS PROJECT NO. 20163367 sneer ISSUE DATE 04/07/2017 cunnem REVISloN 4 oesueueo av MRS 2 DRAWN av MRS CHECKED av JW APPROVED av sms 2 of 13 cm: FILE: C‘\pwworkIng\d014G982\TZ051_CD.dwg CAD FILE. C:\pwwurklr\g\d0146982\TZCl51_CD.dwg LAYOUT: Site Repair F'>an 99 3 11 6A4L 10 ZONE D LOADING DOCK TARGET T2051 1Z7L 11 2Z12L N EMPLOYEE PARK!NG — H TYP. 2Z6L 10 2Z6L TY ' 10 2Z1 OL 10 TYP. 1Z8L 11 SIDEWALK 2Z10L 10 TYP. ' 2H4L 1 11 1Z2L 11 7 ADAMS AVENUE 6A4L / ZONE B /Q 10 H jJSl: ZONE A L @ 7 u 1 i f ZONE C L_._.___%___ 6A4L 10 8C2L 9B2L 10 10 I I’ 12D9L 11 II D ‘- 1 4' h 4- 4- l 1 1 I 3 I B I I t : 9 I I ; 1 @ 5 \ lII§[E 3B2L 10 8C2L 10 9B2L 10 .LEI3ELLS LSHHHMOOHQ 6A4L 10 PAVING IMPROVEMENT LEGEND T2051 REF # 2H4L 2Z6L 2Z10L 2Z12L 3B2L 6A4 L BCZL 9B2L 12D9L 1 1ZBL 1 Z7L 1Z2L 2 @ T @# ARCHETYPE DETAIL REFERENCE PAVEMENT CORE NUMBER & LOCATION ZONE BOUNDARY PROJECT BOUNDARY CART CORRAL REPAIR QUANTITIES ARCHETYPES LEGEND AACA REPAINT/RESTRIPE 4' WIDTH '-;'gi“TR 19,950 AcCESE:$';gg:Lm":°L W’ TWO COATS EACH 14 REPLACE STOP BAR EACH EACH 27 NO PARKING HATCH TWO COATS EACH 8 ASPHALT CRACK SEAL WITH LINEAR HOT-APPLIED RUBBERIZED NOT SHOWN 1/4' - 314- FOOT 2,000 ASPHALT POLYMER MODIFIED ASPHALT SQUARE EMULSION SEAL COAT TWO COATS YARD 27'°6° ASPHALT OVERLAY ON PREPARED SURFACE OR 1.5" $2335 3,440 MILLED SURFACE MILL ASPHALT 1.5- S$lAj’$E 3,440 AGGREGRATE BASE REPAIR ~ - ' FOR CUT .5. PATCH REPAIRS IN ‘’" f’ "’ ”, ‘ 4'' 53x35 190 ASPHALT -5 W ‘ REPAINT TURN ARROW TWO COATS EACH 37 TRUNCATED DOMES PE’/é.g's EACH 25 SPEED BUMPS N/A EACH 2 ACCESSIBILITY SIGN N/A EACH 14 ACCESSlBL_E ':1([))\[I)\lB AWAY SIGN 3 WA EACH 2 T2051 CORE DETAILS ASPHALT BASE CORE # THICKNESS BASE TYPE THICKNESS (IN.) (IN.) 1 2.5 AGGREGATE BASE 10.0 2 3.5 AGGREGATE BASE 8.5 3 5.0 AGGREGATE BASE 12.0 4 3.0 AGGREGATE BASE 11.0 5 3.0 AGGREGATE BASE 10.0 5 3.0 AGGREGATE BASE 14.0 7 4.5 AGGREGATE BASE 8.0 3 3.5 AGGREGATE BASE 5.0 9 7.5 AGGREGATE BASE 2.0 10 3.5 AGGREGATE BASE 10.0 KLE/NFELDEI? Bright People. Right Solutions. 180! Calrfornra Street, Suite #1100 Denver, CO 50202 Phone: 3033237-6601 www.klainfelder.com REVISIONS DSN CHK REV DESCRIPTION DATE DWN APP JAB RAP 0 ISSUED FOR REVIEW 2/25/2016 JAB SMS JAB RAF 1 CLIENT COMMENTS 3/11/16 JAB SMS MRS SAS 2 CITY COMMENTS 7/29/16 MRS SMS ERS MRS 3 CITY COMMENTS 9/23/16 JM JW MRS JW 4 CITY COMMENTS 4/7/17 MRS SMS THIS PLAN SET IS BASED ON AERIAL PHOTOGRAPHY. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXISTING INFORMATION SHOWN ON THE THESE PLANS IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING SITE CONDITIONS BEFORE COMMENCING CONSTRUCTION. THE CONTRACTOR MUST ALSO CALL 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES, SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING N O 1.‘ lj_:l IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY 0 50 100 150 SCALE: 1" = 50' SCALE IN FEET ORIGINAL DRAWING SIZE IS 22 x 34 SITE REPAIR PLAN TARGET T2051 9882 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92646 CONSTRUCTION DRAWINGS PROJECT NO. 20163367 SHEET ISSUE DATE 04/07/2017 CURRENT REVISION 4 DESIGNED BY MRS DRAWN BY MRS 3 CHECKED BY JW APPROVED BY SMS 3 M13 CAD FILE: C1\pwworking\d01469E2\T2D51_CD.dwg LAYOUT: Exishng Smping Plan 526' © 27' 95' 386' U 170' ID 222' 3. ZONE D 5 LOADING DOCK TARGET T2051 323' ‘I 26' 25' ‘I ‘I STU 30' ACCESSIBILITY PATH OF TRAVE L SIDEWALK El TlTlTlTlTIUlTlTlT ADAMS AVENUE 510‘ ZONEB 3:5 35 ix? 8 J t J t 3 1 :l0lS_ fl 40-5 30 3l "§s' U N 1% IE " 26' 1 mm mm M STOP IE IEIE IEIE E I; " ZONEA # .; l._9' 301% ‘--O _t 7 30' K : J 8 30"?’ ZONEC _L l—— 4 32' 8._5109 B86‘ 11 t1‘If d01S- T fl 1%: 28' 7 30' it 27' H #4- 1 —» £5FEEd0lS: §l 1 25' 4- — STOP 1 53' P N [U 15 . 25' 213' C 1‘ f 216' HVWHIHT 150' 4- 32' 4 90‘ .LEl EELS J.StlflH)lOO?:l8 102' NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. ALL ITEMS THAT WERE ORIGINALLY PAINTED, STENCILED, OR STRIPED SHOULD BE REPAINTED, STENCILED, OR STRIPED WITH THE SAME COLOR AND DIMENSION UNLESS OTHERWISE NOTED ACCESSIBILITY STRIPING IS TO BE BLUE STORE FRONT WALKWAY STRIPING IS TO BE YELLOW UNLESS OTHERWISE NOTED OR REQUIRED BY LOCAL CODES ALL OTHER STRIPING IS TO BE WHITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAINT ALL STRIPING AND OTHER ASSETS AS THEY EXIST, NOT TO ADD OR CHANGE ANY PAINTING UNLESS REQUIRED BY SPECIFIC CODES OR OTHER SOURCES CONTRACTOR TO USE APPROPRIATE PAINT COLORS TO MATCH THE EXISTING FEATURES. ACCESSIBILITY BARRIER FREE AREAS T0 COMPLY WITH ALL THE LOCAL AND FEDERAL ACCESSIBILITY STANDARDS. PAVEMENT MARKINGS SHALL BE A HIGH QUALITY PAINT RECOMMENDED BY THE PAINT MANUFACTURER. PAINT COLORS SHALL CLOSELY MATCH THE FEDERAL STANDARD 595B COLOR NUMBER AS FOLLOWS: BLUE-COLOR 15180, WHITE-COLOR 37925 AND YELLOW-COLOR 33538. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 9' WIDE STANDARD PARKING SPACE AT THE TRANSITION FROM OUTERMOST ACCESSIBILITY PARKING SPACE IN EVERY AISLE. CONTRACTOR SHALL REMOVE ALL EXISTING SIGN POSTS AND PATCH PAVEMENT WHERE REVISED SIGN LOCATIONS ARE REQUIRED. MAXIMUM ALLOWABLE SLOPE WITHIN ALL ACCESSIBILITY PARKING AREAS IS 2.0% IN ALL DIRECTIONS. LEGEND [:::] G» -> W PROJECT BOUNDARY ZONE BOUNDARY CART CORRAL EXISTING STRIPING ACCESSIBILITY SYMBOL DIRECTIONAL ARROW STOP BAR NO PARKING HATCH KL E/NFEL DEF’ Bright People. Right Solutions. 1801 California Slreel, Suile #1100 Denver, CD 30202 Phone: 303-237-6501 wwwkleinleldetcom REVISIONS DSN CHKREV DESCRIPTION DATE DWN APP JAB RAP 0 ISSUED FOR REVIEW 2/25/2016 JAB SMS JAB RAF 1 CLIENT COMMENTS 3/11/16 JAB SMS MRS SAS 2 CITY COMMENTS 7/29/16 MRS SMS ERS MRS 3 CITY COMMENTS 9/23/16 JM JW MRS JW 4 CITY COMMENTS 4/7/17 MRS SMS THIS PLAN SET IS BASED ON AERIAL PHOTOGRAPHY‘ THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXISTING INFORMATION SHOWN ON THE THESE PLANS IS NOT TO BE RELIED ON A5 BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING SITE CONDITIONS BEFORE COMMENCING CONSTRUCTION. THE CONTRACTOR MUST ALSO CALL 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. SCALE VERIFICATION THIS BAR IS1 INCH IN LENGTH ON ORIGINAL DRAWING N 0 1" lj_.l IF ITS NOT 1 INCH ON THIS SHEET ADJUST ‘(OUR SCALES ACCORDINGLY 0 50 100 150 SCALE: 1" = 50' SCALE IN FEET ORIGINAL DRAWING SIZE IS 22 x 34 EXISTING STRIPING PLAN TARG ET T2051 9882 ADAMS AVENUE HUNTINGTON BEACH. CALIFORNIA 92646 CONSTRUCTION DRAWINGS PROJECT NO. 20163367 SHEET ISSUE DATE 04/07/2017 CURRENT REVISION 4 DESIGNED BY MRS DRAWN BY MRS 4 CHECKED BY JW APPROVED BY SMS 4 of 13 CAD FILE: C:\pwworking\dU‘!46982\T2U51_CD.dwg LAYOUT Striping Plan _____J NOTES 1. ALL ITEMS THAT WERE ORIGINALLY PAINTED. STENCILED. OR STRIPED SHOULD BE ‘ E,,{,:),I;€-,6-g,g}g,5 93- 6 EXISTlNG FIRE ADAMS AVENUE REPAINTED. STENCILED, OR STRIPED WITH THE SAME COLOR AND DIMENSION UNLESS \ Q9 LANE 3'9” OTHERWISE NOTED \' ' Ip§§8Z%Sf§v¢‘2€Vi$S;?éE V 2- 3. STORE FRONT WALKWAY STRIPING IS TO BE YELLOW UNLESS OTHERWISE NOTED OR WWW-k'e‘"'e'°e'°°'" REQUIRED BY LOCAL cones _ — _ — _ _ _ — — 9 4. ALL OTHER STRIPING IS TO BE WHITE25' { 23‘ 5. IT IS THE CONTRACTORS RESPONSIBILITY TO REPAINT ALL STRIPING AND OTHER ASSETS ZONE B As THEY EXIST. NOT TO ADD on CHANGE ANY PAINTING UNLESS REQUIRED BY SPECIFIC g I CODES OR OTHER SOURCES I S P ' 6. CONTRACTOR TO USE APPROPRIATE PAINT COLORS TO MATCH THE EXISTING FEATURES. . 25' 25' ' I ' ' ACCESSIBILITY BARRIER FREE AREAS TO COMPLY WITH ALL THE LOCAL AND FEDERAL 17° l ‘ I 1 REVISIONS_ , I l i ACCESSIBILITY STANDARDS, PAVEMENT MARKINGS SHALL BE A HIGH QUALITY PAINT ' DIN‘ - us! 1 RECOMMENDED BY THE PAINT MANUFACTURER. PAINT COLORS SHALL CLOSELY MATCH REV DESCRIPTION Dix‘ fig: DATE l j 3 ' W N 1- THE FEDERAL STANDARD 5953 COLOR NUMBER AS FOLLOWS: BLUE—COLOR15180, JAB RAP ' E I I I I I 3 WHlTE—COLOR 37925 AND YELLOW-COLOR 33538. 0 ISSUED FOR REVIEW JAB SMS 2/25/2016 222' Q_,,p‘- ! i ! j ‘ 5 ' 7. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 9' wnoe STANDARD PARKING SPACE AT THE 1 CU NT M JAB RAP \/ 1 i - i TRANSITION FROM OUTERMOST ACCESSIBILITY PARKING SPACE IN EVERY AISLE. E C0 MENTS JAB SMS 3/11/16 \ 30, ' ' I 26, a. CONTRACTOR SHALL REMOVE ALL EXISTING SIGN POSTS AND PATCH PAVEMENT WHERE 2 cm, COMMENTS MR5 5A5 7/29/16 30. 3° I 27 REVISED SIGN LOCATIONS ARE REQUIRED. MR5 SM5 __ 3' ZONE D gt \ 25' / - 25' 90. ERS MRS<3 _ _ V 3 ‘ 9. MAXIMUM ALLOWABLE SLOPE WITHIN ALL ACCESSIBILITY PARKING AREAS IS 2.0% IN ALL 3 cm COMMENTS M M 9/23/16 -9 DIRECTIONS.‘ 4 MRS JW '_':_:]NL:_ _’-'*' _ 10. MINIMUM FIRE ACCESS ROAD SHALL BE 24-FT, MINIMUM FIRE ACCESS ROAD FRONTING 0'" COMMENTS MRS SMS 4/7/17 5" CURB [E ml 53 COMMERCIAL PROPERTY SHALL BE 26-FT WIDE. I-OAD'NG DOCK E 11. MINIMUM FIRE ACCESS INNER TURN RADIUS SHALL BE 17-FT. MINIMUM OUTER TURN RB 2% 4- 4- I Q RADIUS SHALL BE 45 -FT. ZERO CU I K ‘ 1 1 % ' "’ L E G E N D3 , -1 U)-1T E n :01, ZONE A 30. EXISTING FIRE : E “RE LANE / w .1 LANE 3'9” 1 : PROJECT BOUNDARY 216' Q; 51 , _ ZONE BOUNDARY 19' , — —— —S'DEWA'-K U 9, T T 25 ‘ t E E ] CART CORRAL\_ _ _ _ 1 \ -1 l—— 30. EXISTING ACCESSIBL EXISTING STRIWNG THIS PLAN s57 IS BASED ON AERIAL PHOTOGRAPHY. 2‘ ARKINGTOWAWAYSIGN T::;?N~;?::J::;:.::E:;:;sm;L2::*4a:::$323:526. TARGET T2051 . 28‘ _ _ _ _ _ _ STRIPING (REPAINT EXISTING) NOT TO BE RELIED ON AS BEING EXACT on COMPLETE, THE 6? 102, CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING Q‘ $5 EXISTING SITE CONDITIONS BEFORE COMMENCING 356' ‘T $1 CONSTRUCTION. THE CONTRACTOR MUST ALSO CALL 811 AT 30, LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 6" CURB l # SCALE VERIFICATION \ ACCESSIBLE ROUTE (DO NOT PAINT) - MAX CROSS " rg§ra SLOPE 2% MAX RUNNING SLOPE 5% ""5 BAR '51 INCH IN LENGTH 1 ON ORIGINAL DRAWING 30' N 0 1' J DIRECTIONAL ARROW (REPAINT EXISTING) '——' IF IT'S NOT1 INCH ON THIS-~——- —i-j “*1” ‘ SHEET ADJUST YOUR 153- REPAINT WHITE STOP BAR SW55 “°°°R°‘”‘3” 0 so 100 150 30' ZONE C 323' _L SCALE: 1" = 50' SCALE IN FEET 27' _J REP/“NT NO PARKWG HATCH ORIGINAL DRAWING SIZE IS 22 x 34 36' E E ‘ 150' _ / . ''3°4 25 4 ”‘’° CURB RAMP ‘DO NOT '°'°""‘T> PROPOSED STRIPING PLAN .9 El 32' T 386' §X”§k?I;EE TYPICAL STANDARD STALL DETAIL . NOT TO SCALE /, /’ TARGET,/PARKING STALL COUNT NOTES: // T2051 EXISTING PROPOSED REQUIRED 1. ALL TYPICAL STALLS /’ 9832 ADAMS AVENUE_ PAIN-I-lNG,STRlPlNG SHALL V HUNTINGTON BEACH, CALIFORNIA 92646 VA“ "C°E55'“LE STALLS 2 3 3 ‘l MATCH EXISTING LIKE FOR LIKE TARGET ACCESSIBILITY 12 M 14 CONSTRUCTION DRAWINGS STALLS .- TARGET STALL COUNT 704 702 638 PROJECT NO‘ 20163367 SHEET ISSUE DATE 04/07/2017 TOTAL SITE ACCESSIBILITY 22 24 17 — CURRENT REV.s.oN 4 TOTAL sure STALL 851 349 301 —>4 9' TYP. L-— °ES'G"ED BY MR5 5 DRAWN BY MRS CHECKED BY JW APPROVED BY SMS 5 (H13 g LAYOUT: ADACheck PlanCAD FILE: C‘\pwwarking\d014698Z\T2051_CD4dw l_____ J VANSTAL 5' "- <§WR d0iS --gmwm a. 3.9% O: 1.0% ‘_ in 0 oo :7‘ - "3 °o o 4’ Ha\ :00 3 Q. 9:0 ? ° O 0°3 (0EXISTING 0: PROPOSED DETECTABLE o DETECTABLE WAR"“NG 00/ o° WARNING ' o D I I ID 2: ‘+10 e'——l<—1o'—>l-—9'——l G‘ l——1o——l-8-’l 5 l"12—*l $ cc, ‘Q Q ‘Q C 0 Z: _, .0 ca 0 .-‘ T‘ .. °o t.. $ ‘'02 0.‘. $ Q Q a\° 2» °o : 5' > =‘ I ° '‘ >° °o 12% o5°/ SW 12% o1''/ 0.9% 03%1.4°/ - - ° - ° ' ” - 1.0"/:2 fi 1_4n/0 __l :> {* ’ .—>° O O4.24. 000 —7 r_ A I 19 ‘Sc, Q-v kw as -4 IE 15 3, ~,- 0 $ ___,° gnu .\° * °§° $1 1% ,3, —r % ‘1, 1.8% 1.2% 0.1% 0.4% 0.3% 0.1% 1.4% 0.9% 0.9% T? %——T ‘S 3 £3 F’. 3 ‘S ‘S 3 LSg .\° $ $ ..\° $ ..\° $ $ l——9'——l<—a'—>l——1o' 9' {5} 10' i 5' Q. VAN STALL '9 h (/3 kg, 1 ‘S’ J VAN STALL NOTES 1.ALL ITEMS THAT WERE ORIGINALLY PAINTED. STENCILED, OR STRIPED SHOULD BE REPAINTED, STENCILED, OR STRIPED WITH THE SAME COLOR AND DIMENSION UNLESS OTHERWISE NOTED R KLEINFELDEI? Bright People. Right Solutions. 2. ACCESSIBILITY STRIPING IS TO BE BLUE 3. STORE FRONT WALKWAY STRIPING IS TO BE YELLOW UNLESS OTHERWISE NOTED OR 15°‘ °’.',";’n"f,§’,,5é'(‘§”.§1,§3§“ ””°° REQUIRED BY LOCAL cones Z[‘,§Q°;,:f;?;f§Z,f§‘,’n‘ 4. ALL OTHER STRIFING IS TO BE wnms 5. IT as THE CONTRACTORS RESPONSlBlLITY TO REPAINT ALL STRIPING AND OTHER ASSETS AS THEY EXIST, NOT TO ADD OR CHANGE ANY PAINTING UNLESS REQUIRED BY SPECIFIC cones OR OTHER sounces e. CONTRACTOR TO use APPROPRIATE PAINT COLORS TO MATCH THE EXISTING FEATURES. ACCESSIBILITY BARRIER FREE AREAS To COMPLY WITH ALL THE LOCAL AND FEDERAL ACCESSIBILITY STANDARDS. PAVEMENT MARKINGS SHALL BE A HIGH QUALITY PAINT RECOMMENDED BY THE PAINT MANUFACTURER. PAINT COLORS SHALL CLOSELY MATCH REVISIONS ' _ DSN CTHE FEDERAL STANDARD 5959 COLOR NUMBER AS FOLLOWS. BLUE COLOR 15130, REV DESCRWWN HK DATE WHlTE-COLOR 37925 AND YELLOW-COLOR 33538. DWN APP JAB RAF‘7. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 9' WIDE STANDARD PARKING SPACE AT THE 0 nssuen FOR REVIEW JAB SM 2/25/2016 STRANSITION FROM OUTERMOST ACCESSIBILITY PARKING SPACE IN EVERY AISLE. JAB RAF 3. CONTRACTOR SHALL REMOVE ALL EXISTING SIGN POSTS AND PATCH PAVEMENT WHERE 1 WENT COMMENTS JAB SMS 3" "15 REVISED SIGN LOCATIONS ARE REQUIRED. MRS SAS 2 CITY COMMENTS 7/29/169. MAXIMUM ALLOWABLE SLOPE wnmm ALL ACCESSIBILITY PARKING AREAS IS 2.0% IN ALL MRS SMS ERS MR5DIRECTIONS‘ 3 CITY COMMENTS 9/23/16 JM JW MRS JW 4 CITY COMMENTS 4/7/17MRS SMS E _ — _ J CART CORRAL X.X% EXISTING SURFACE SLOPE (T @ ACCESSIBLE ROUTE (DO NOT PAINT) — MAX CROSS SLOPE 2% MAX RUNNING SLOPE 5% as ACCESSIBLE PARKING SIGN °o°o°o°o°o EXISTING TRUNCATED DOMESOOOOOC THIS PLAN SET IS BASED ON AERIAL PHOTOGRAPHY. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXISTING INFORMATION SHOWN ON THE THESE PLANS IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING SITE CONDITIONS BEFORE COMMENCING CONSTRUCTION. THE CONTRACTOR MUST ALSO CALL 811 AT PROPOSED TRUNCATED DOMES PARKING STALL COUNT EXISTING PROPOSED REQUIRED VAN ACCESSIBLE STALLS Z 3 3 TARGET ACCESSlBlLlTYSTALLS 12 14 14 TARGET STALL COUNT 704 702 638 TOTAL SITE ACCESSIBILITY 22 24 17 TOTAL SITE STALL B51 B49 501 LEAST 72 HOURS BEFORE ANY EXCAVATION T0 REQUEST EXACT FIELD LOCATION OF UTILITIES. SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING N 0 1.. ljjl IF IT‘S NOT1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLV 0 10 20 30 SCALE: 1" = 10' SCALE IN FEET ORIGINAL DRAWING SIZE IS 22 X 34 ACCESSIBILITY CHECK PLAN TARGET T2051 9882 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92646 CONSTRUCTION DRAWINGS PROJECT NO. 20163367 SHEET ISSUE DATE 04/07/2017 CURRENT REVISION 4 DESIGNED BY MRS DRAWN BY MR5 6 CHECKED BY JW APPROVED BY SMS 6 of 13 NOTES 1. ALL ITEMS THAT WERE ORIGINALLY PAINTED, STENCILED, OR STRIPED SHOULD BE REPAINTED, STENCILED, OR STRIPED WITH THE SAME COLOR AND DIMENSION UNLESS OTHERWISE NOTED KLEINFELDER Bright People. Right Solutions. 2. ACCESSIBILITY STRIPING IS TO BE BLUE 1301 Califomra Street, Suite #1100 Denver. CO 60202 Phone: 303-2376601 www.kleinfelder‘com 3. STORE FRONT WALKWAY STRIPING IS TO BE YELLOW UNLESS OTHERWISE NOTED OR REQUIRED BY LOCAL CODES 4. ALL OTHER STRIPING IS TO BE WHITE 5. IT IS THE CONTRACTORS RESPONSIBILITY TO REPAINT ALL STRIPING AND OTHER ASSETS AS THEY EXIST. NOT TO ADD OR CHANGE ANY PAINTING UNLESS REQUIRED BY SPECIFIC CODES OR OTHER SOURCES 6. CONTRACTOR TO USE APPROPRIATE PAINT COLORS TO MATCH THE EXISTING FEATURES. ACCESSIBILITY BARRIER FREE AREAS TO COMPLY WITH ALL THE LOCAL AND FEDERAL ACCESSIBILITY STANDARDS. PAVEMENT MARKINGS SHALL BE A HIGH QUALITY PAINT g LAYOUT. SITE ELEVATION PLAN 1CAD F>LEi C:\pwwarkmg\d0146982\T2U51_CD dw RECOMMENDED av THE PAINT MANUFACTURER. PAINT COLORS SHALL CLOSELY MATCH REWSIONS THE FEDERAL STANDARD 5953 COLOR NUMBER AS FOLLOWS: BLUE-COLOR 15180, REV DESCRWON DSN CHK DATE V _l WHITE-COLOR 37925 AND YELLOW-COLOR 33533. DWN APP JAB RAPl ‘ 7. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 9- WIDE STANDARD PARKING SPACE AT THE 0 IssuED FOR REVIEW JAB 2125/2015 SMSll TRANSITION FROM OUTERMOST ACCESSIBILITY PARKING SPACE IN EVERY AISLE. JAB RAF 8. CONTRACTOR SHALL REMOVE ALL EXISTING SIGN POSTS AND PATCH PAVEMENT WHERE 1 CUENT COMMENTS ma sMs 3/1 me ’‘ REVISED SIGN LOCATIONS ARE REQUIRED‘ MR5 SAS L J 2 CITY COMMENTS 7/29/15'\Q 9. MAXIMUM ALLOWABLE SLOPE WITHIN ALL ACCESSIBILITY PARKING AREAS IS 2.0% IN ALL MRS SMS ERS MRSS DIRECTIONS‘ 3 CITY COMMENTS 9/23/16 JM JW MRS JW4 cm commems 4/7/17 MRS sMs LEGEND 9'54’ — é 9-75' 9'” E F — _ :] CART CORRAL '\_ 3 9% o u — _ _10.00. __, 0° 1 .0 /a 0 °o :7‘ -"3 Co 0 ua\-= co -0, Q_ X.X A. EXISTING SURFACE SLOPE O QC° l‘— xx xx'°o - LASER LEVEL READING6,, co ./ O 0: A THIS PLAN ssr Is BASED on AERIAL PHOTOGRAPHY. O D o° THE CONTRACTOR us SPECIFICALLY CAUTIONED THAT THE3.0 A c,° _ I , EXISTING INFORMATION SHOWN on THE THESE PLANS IS00 , B 87 8.55 3-15 NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE 0 co 9-57 CONTRACTOR WILL as RESPONSIBLE FOR FIELD VERIFYING -B o # l' T EXISTING sm: counmons BEFORE comwnsucwc .\’ F °o I“ ' Q Q 9 CONSTRUCTION. THE coum/xcron MUST ALSO CALL 511 AT 1o_oo' '30 l ‘ LEAST 72 HouRs serene ANY EXCAVATION T0 REQUEST 9_74v 00 O A EXACT FIELD LOCATION or ummes. o o —- _—- __oz ; "ea 5 3 :2 0 12; 2 2,, I Ioo g e\ $ $ ", > * ° .\° SCALE VERIFICATION °o ., 1.32% o 5% 0.5% 1 2% 0.1% 0 9% 0-3% 1 00/ ‘ l°o 1-4 A ' , _. —» —> - ‘’ THIS BAR IS 1 INCH IN LENGTH°o —> . . "’ l_ J ON ORIGINAL DRAWING42% 00° 8.75 3 52 N .{> D _—I 0 1" o °o vs: 9.06‘ ; K1 00 o\ g1031- $ 9°.) —f 905- - _, 354' IF «rs NOT 1 INCH on nus —\. ° 1 1 /o 1.5% B 78' SHEET ADJUST YOUR J 9 65. SCALES ACCORDINGLY 9.74' - 1.8% 1.2% 0.1% 0.4% 0.8% 0.1% 1.4% 0.9% 09% _. _> _> ___> —» __» 0 10 20 30 ." .0 .5’ O T‘ " ." " .‘ _. 0 U‘ ‘‘ ‘J 51 ‘$3 '2 ".3 “Son £ $ $ ‘ $ L >=.\ $ =\ o\ \ a\ SCALE: 1' =10‘ SCALE IN FEET U.‘ / ORIGINAL DRAWING SIZE IS 22 x 34 0 I - , 8.93‘ 3 55' 3-22,. _ J V STOP 1 SITE ELEVATION PLAN TARGET T2051 9882 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92646 CONSTRUCTION DRAWINGS PROJECT NO. 20163357 SHEET ISSUE DATE 04/07/2017 CURRENT REVISION 4 DESIGNED BY MRS DRAWN BY MRS 7 CHECKED BY JW APPROVED BY SMS 7 of 13 CAD FILE. C:\pwwnrking\d0146982\T2051_CD‘dwg LAYOUT: SITE ELEVATVON PLAN 2 96> \ 7.40’ \l 7.62’ 9.26‘ (E 9.57‘ ZONE D 3l LOADING DOCK TARGET T2051 9.91‘ 9.25’ 9.49 9.73 0l 41 7.70‘ SIOP 9.37‘ 11‘ 9.94‘ 9.35’ STO 8.86 9.53 9.72 10.00’ 10.00‘ 9.74‘ 10.01‘ 9.94’ 10.08’ 9.21’ 9.70‘ 10.07‘ 9.85‘ 9.92’ 9.94‘ 9.86‘ 10.04‘ 9.70‘ 9.25‘ 10.06‘ 9.78‘ 3.67’ 9.89‘ 9.79‘ 9.08‘ SIDEWALK 9.91‘ 9.74’ ADAMS AVENUE #1 d0lS 9.80 d0lS1 9.93‘ 9.90’ ZONE B STOP It 8.65 r1015 1 STOP 9.80’ 9.75‘ 9.64‘ - STOP 9.65' 9.74’ U -— STOP m 9.22’ HH 9.11‘ h -0 El It aims mmmm 9.28‘ ualtamm 4- 9.21‘ 9.15’ 9.23'_ 934' H TITITITITITITITIT ZONE A nrffiin@ N ZONE C -O -I 11‘J1 d0lS- 3l 3Z 9.81‘ —‘ 8.90‘ 9.00’ 9.01‘ 9.513’ 10.25’ 10.31‘ II ll[1 9.58' 9.13‘ 9.02‘ 8.90‘ el d0lS-M15‘: i'l§ 11 I9 1 11 1 8.15‘ (DRAIN) 1 8.77‘ \\ 8.98’ 9.35‘ WTIWH 9.38‘ 9.02‘ O- 8.19‘ I 8.36‘ 8.41‘ J.33HlS .LSHflH)lOOH8 NOTES 1. 4. 5. 6. 7. B. 9. ALL ITEMS THAT WERE ORIGINALLY PAINTED, STENCILED, OR STRIPED SHOULD BE REPAINTED, STENCILED, OR STRIPED WITH THE SAME COLOR AND DIMENSION UNLESS OTHERWISE NOTED ACCESSIBILITY STRIPING IS TO BE BLUE STORE FRONT WALKWAY STRIPING IS TO BE YELLOW UNLESS OTHERWISE NOTED OR REQUIRED BY LOCAL CODES ALL OTHER STRIPING IS TO BE WHITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAINT ALL STRIPING AND OTHER ASSETS AS THEY EXIST, NOT TO ADD OR CHANGE ANY PAINTING UNLESS REQUIRED BY SPECIFIC CODES OR OTHER SOURCES CONTRACTOR TO USE APPROPRIATE PAINT COLORS TO MATCH THE EXISTING FEATURES. ACCESSIBILITY BARRIER FREE AREAS TO COMPLY WITH ALL THE LOCAL AND FEDERAL ACCESSIBILITV STANDARDS. PAVEMENT MARKINGS SHALL BE A HIGH QUALITY PAINT RECOMMENDED BY THE PAINT MANUFACTURER. PAINT COLORS SHALL CLOSELY MATCH THE FEDERAL STANDARD 595B COLOR NUMBER AS FOLLOWS: BLUE-COLOR 15180, WHITE-COLOR 37925 AND YELLOW—COLOR 33538. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 53' WIDE STANDARD PARKING SPACE AT THE TRANSITION FROM OUTERMOST ACCESSIBILITY PARKING SPACE IN EVERY AISLE. CONTRACTOR SHALL REMOVE ALL EXISTING SIGN POSTS AND PATCH PAVEMENT WHERE REVISED SIGN LOCATIONS ARE REQUIRED. MAXIMUM ALLOWABLE SLOPE WITHIN ALL ACCESSIBILITY PARKING AREAS IS 2.0% IN ALL DIRECTIONS. LEGEND [:::] ./ XX.XX' PROJECT BOUNDARY CART CORRAL EXISTING STRIPING LASER LEVEL READING J‘ KL EINFEL DE/-? Bright People. Right Solutions. 1501 Califumia Street‘ Suite #1100 Denver, CO 80202 Phone: 303-23745601 www.kleinfelder.cL':m REVISIONS DSN CHKREV DESCRIPTION DATE DWN APP JAB RAP 0 ISSUED FOR REVIEW Z/25/2016 JAB SMS JAEI RAF 1 CLIENT COMMENTS 3/11/15 JAB SMS MRS SAS 2 CITY COMMENTS 7/29/16 MRS SMS ERS MRS 3 CITY COMMENTS 9/23/16 JM JW MRS JW 4 CITY COMMENTS 4/7/17 MRS SMS THIS FLAN SET IS BASED ON AERIAL PHOTOGRAPHY. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXlSTlNG INFORMATKJN SHOWN ON THE THESE PLANS IS NOT TO BE RELIED ON AS BEING EXACT DR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING SITE CONDITIONS BEFORE COMMENCING CONSTRUCTION. THE CONTRACTOR MUST ALSO CALL 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION T0 REQUEST EXACT FIELD LOCATION OF UTILITIES. SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING N 0 1.. IF ITS NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY 0 50 100 150 SCALE: 1" =50' SCALE IN FEET ORIGINAL DRAWING SIZE IS 22 x 34 OVERALL SITE ELEVATION PLAN TARGET T2051 9882 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92646 CONSTRUCTION DRAWINGS PROJECT NO. 20163367 SHEET ISSUE DATE 04/07/2017 CURRENT REVISION 4 DESIGNED BY MRS DRAWN BY MRS 8 CHECKED BY JW APPROVED BY SMS 8 of 13 CAD FILE. C:\pwworkmg\d01459a2\T2D51_CD.dwg LAYOUT‘. Phasing Plan i . TVTITITITITITITI " It - IE al u n 0 I I M‘ E: : fig / RHA§E1W _, W SCALE: 1" =150' TITITIT TI lTlTl " $$$$ - la4-’ al “' 3;? 9 - - 4-» - ' '. . .-u. . , ‘ I : an 1. ‘ .’ ~' I e '3 4' I : 3l ,,, ..- In I 4: PHASE3 N ,Wm SCALE: 1' = 150' PHASE2 SCALE: 1" =150' PHASE4 SCALE: 1' = 150" D’ ‘It al I: ll al é[2 IF: I: 2 In I: n TlTlTlTlTlTlTlTl TITITITITITITITI . he at t 2 p H In In a n NOTES 1. 2. 3. 4. 5. 6. THE STORE WILL REMAIN OPEN DURING CONSTRUCTION. ACCESS SHALL BE MAINTAINED DURING ALL HOURS OF OPERATION. WORK SHALL BE PHASED TO MINIMIZE IMPACTS TO THE STORE AND GUESTS. PROVIDE TEMPORARY ACCESSIBILITY PARKING SIGNS AS NEEDED. MAXIMUM 2% SLOPE IN ACCESSIBILITY PARKING AREAS. RE-STRIPE ALL PAVEMENT ZONES (ALL ZONES A-D) INCLUDING CROSSWALKS. ACCESSIBILITY PARKING SYMBOLS. STOP BARS, DIRECTION ARROWS, ETC. THROUGHOUT THE ENTIRE STORE PARKING LOT AND DRIVES. WITH TWO COATS OF PAINT. PROVIDE ALL REQUIRED TRAFFIC CONTROL AND SIGNAGE. PHASING PLAN LEGEND PHASE 1 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 4 CONSTRUCTION PROJECT BOUNDARY BARRICADE Q DO NOT ENTER SIGN CUSTOMER STORE ACCESS ROUTE CUSTOMER sm: ACCESS E» DELIVERY ACCESS 4.; PAVING DIRECTION KL E/NFEL DEF’ Bright People. Right Solutions. 1301 Calilumia Slveel, Suite #1100 Denver, CO 80202 Phone: 303-237-6601 wwwklem eldancom REVISIONS DSN CHKREV DESCRIPTION DATE DWN APP JAB RAF’0 ISSUED FOR REVIEW 2/25/2016 JAB SMS JAB RAP1 CLIENT COMMENTS 3/11/16 JAB SMS MRS SAS2 CITY COMMENTS 7/29/16 MRS SMS ERS MRS 3 CITY COMMENTS 9/23/16 JM JW MRS JW 4 CITY COMMENTS 4/7/17 MRS SMS THIS PLAN SET 1S BASED ON AERIAL PHOTOGRAPHY THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXISTING INFORMATION SHOWN ON THE THESE PLANS IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE‘ THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING SlTE CONDITIONS BEFORE COMMENCING CONSTRUCTION. THE CONTRACTOR MUST ALSO CALL 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. SCALE VERIFICATION THIS EAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING N 0 1.. lj; IF ITS NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY SCALE AS SHOWN ORIGINAL DRAW!NG SIZE IS 22 X 34 PHASING PLAN TARGET T2051 9882 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92646 CONSTRUCTION DRAWINGS PROJECT NO. 20163367 SHEET ISSUE DATE 04/07/2017 CURRENT REVISION 4 DESIGNED BY MRS DRAWN BY MRS 9 CHECKED BY JW APPROVED BY SMS 9 of 13 CAD FILE: C.\pwwnrking\AD145§82\T2051_CD.dwg LAYOUT: Delails<01 I NOT TO SCALE \ 228 MIN \ I ,I M , r=1lpa,-pannum nammu mremebonu-‘ Sn'r'Jo.'()( a:x::x3.'bH.r!y Jémcnes .19‘: 'nm} Dy 36 names :':7'~' mm! rr-H ; I {3} NO ERKJLNG perpeflc. cular pa rkmg MEIER 1. CON77?AL'7UR SJALL TAKE HELD MEA5JRfllEN7S [H OIHDWISE ESTABUQ1 A St/RWY OF YHE DVSITNE SYRIPINGWALL HURKAREASIN (TRUE? T0 ESTABUYI ALL EXISUNG PAVHIE/Y MARK/N65 W7!-I FULL OOWPDINANNJ (Y NEW MARKIN5 F‘Rfl’0l77 (W THEPLANS Z. ALL PAINYING/S77?lFING SMLL MATCH EX/STING‘ LYIDRS AND LAYOUT UNLES OWERMI DIRENH} BY THE ENGINEER DR DMVER ACCESSIBLE SPACE- ACCESSIBILITY SYMBOL WITH BACKGROUND muck SEAUNG (amvmpc J) ma/an mm REPAIR (A/?D1FI'YPE 4) PER PLANmp SFEEHCA nous PRIOR romu aul T APPUCA mm ASPHALT EMULSION SEAL COAT NOT 7:; SCALE PLACE T'HD—COAT ASPWNT I'M COATALZYZRDING 7!) .9’Ear7CAl7DNS Olrfl? !1fAN. DRY SURFACE. EXISDNG PM/HIHVT FXLWIN6 BAE l:7flS77IVG SUBGRADE 6A4L 2Z6L I .d9n1i!vc.=man : sun I BCCESE as’: one Do.-der hatched lines a: 30 moves 507: nrn} an center may l’.'h‘-'19 n2n‘en'ng 1 2 mclwst NDTE: I. wows SHALL BE APPLIED IN ACOCRDANCZ MTH ICVION 13.10 orSTOP UNE :2- txIfl:LWA!S. 7. IHESE WORDS ARE to BE PAINTED RETRDREFLECTWE WHITE. r4)‘ 4. «-4- v4- «-4- 1-4' em- sua- WHITE STOP BAR N07 ro SCALE EXIS mva PROPOSED TAM EDIT. $41 M APPROIE [MAL (W009/TM) WSW ‘PHIL’ AS~"HALT anmuvmvsuzur (“WWW 5) maposm Asmur sowzru mu/es:(Ame/mp: .5) TACK NR7, 55-! OR APPR0lflJ EWAL (INGDDITAL) EYISIING‘ BASE NUYES: 1. INSTALL 5034731 COURSE" TO FILL LOW PUNK, SIRWKAZE (RAMS AND MAM TDEJIIIIIPOYI-IDLES YHISLYXIRSEIS TDPRDWDEA SIDOYHAND LEVEZ SIIIPFMXASCALLEDFMDNVTIEPMNS 2 AF7D?SJRFAQ‘$ NMEBEDIFRPAREJ ID IHESAVISFACTTON 0‘ WE DESGV fiW.9.fl.TANTAND W107 T0 DIERLAY, ENWREAREA SHALL BE SIEIAND CLEANED UFDWRIS PPM3? TU OVERLAYAPPLY TAM LUATAT THE 17,472’ (7 (L29 WAFTIC MU. NGTEEPDWINHI AFIER HD( DDATINSMLLAITOIV. J M/N, LIFT 17'!l0(NE$ .9¥AU. BE WIRE DUES WEMAI AGGPEGAYESZE 4. ISOLAED SCRATDN CDUI?§' TU BEUSEJ WEN THE ENENEEI? DR OWEN UE7flMINE 7HAT LUIV 91775 EH57 YHRDUGHGJT PAVEIIENT WRFAE AREAS AND N£ZD TU BE LEVHEJ PRIO? TD AS°HALT 01fl7LAY. ASPHALT OVERLAY acm- N07 ID sou: ‘ME fl.£AN M771 COMPRESE AIRFREIFOILATA MIN/ML/llG"90P.S/. ‘NOE - MACK MDTHS LESS THAN I/4' SHALL lHMEDIA7ELYAF7E£' ELEANINC. CRAUA’ /S TU HE SEALHJ IWH CRACK IALANK 50(lEE$ .TAl_ANT YD EVSURE UN/FORM APPLIOUTDN G?AD( FXISWNG PA VDIEWT LAM: (mars Roam: m 1/4‘ DEP77-I me UP ra 1-1/2' MDE AND QEANED Mm ODMPRESED AIR FREE oro/L ArA AIIIVIAIIIM or 90 as/.umuu cmcks: Roam) r0 7:] twin FOP I/4' To J/4' WDEAND cv.£AN£D WIN LYWPREKD AIR FR&' (7 OIL A7 A wumuu or 90 as/. UPm 3/4‘ DEEP SACKEF R005 ARE IMIEJMTEYAFTZ7? CLEANING, CRAIX I5 70 5E.EALED WIIH CRACK $'ALANK 37¢/Efif EALANT T0 ENWRE UNIFMM APPLICANDN MAM EX/STWG PA VHIENT i.".°T’§$§“,l-I tL_l- -l.J- -IRI- ,. NOT H .§'ALHJ IF SEAL DPWWAL AND MAY E COAT/5 ra FOLLOW L/E AT mN7RAL‘T0?’S EX,5,,m_. Amvmm. g5l%’5170N(M/M Y/2' EXISIING ABGREGAIF I IF BACXB? R005‘ ARE U553. DIAMEIER smu. Bf APPROMMAIEY Z51 LARKXR WAN CRAM AND HEA 7 RESISTANT MEFIINO ASVII 5149 TYPE! SMALL CRACKS MEDIUM LARGE CRACKS LESS THAN 1/4" 1/4" To 1-1/2" ASPHALT CRACK SEAL 3B2L NOT TO SCALE rev rm: am %73q’v‘é’§:’§°}’Z:Bc‘?.,”3'z“' LTISNNE PROPOSED - M/LL I nqsnm: RIM MILL PER WEUHMIIUNS SAWH/T FM SI7?AlG‘47 57$ Am] uufls ON DRAHN65 EMSWNG PA mm, .~ar/snrvz: PA wumr EX/5y];vg:— .._. ms»/vs AGGREGA 7: Ace EASE BASE gx;5;m—. ———DasnNc_<;U5QQAgg susewzr Nozz- I ANTI? M/U. ENIIRE AREA WALL M SEPT! QEANHJ DFDEBRI5 Z /V HAYBEREOUIRHJ TD RAII MILL CUT WEE THINND? PAVHIDITS AWE DVCOIINVFRED. MNG M045 TYPE PRIGNG MLL BE A111/SIED MILL ASPHALT N07 70 sou: PROPOSED (NERLAY Dc7S7lNG PA WHEN T "“ EXISHNG AGGKGA FE BASE PROVIDE SMDOIH IRANSWON FROM OVDFLAY T0 STRUCIL/RE SURFACE BY MILLING EXVSVWG PA VDIENT E/RRDUNDINE STRUCTURE TOR HILUNG AND IJWILA VINE AROUND DRAINAM STRL/CI!/RES NOT 70 Sf ENE N075‘ PLANS DO NOT /VEM$AHLY WCUIUE ALL 577?UL‘7UR[ LDCAUONS LYJNWACIDY WALL VR/FY IHE NUMBR AND LOCATION G‘ ALL SIRUCTU/?£T. 9B2L REV 0 1 2 3 4 KLEINFELDEFI’ Bright People. Right Solutions. 1801 Califomwa Street, Suite #1100 Denver, CO 60202 Phone‘ 303437-6601 www.kleinfelder.com REVISIONS DSN CHK DESCRIPTION DATE DWN APP JAB RAP ISSUED FOR REVIEW 2/25/2016 JAB SMS JAB RAP CLIENT COMMENTS 3/11/16 JAB SMS MRS SAS CITY COMMENTS 7/29/16 MRS SMS ERS MRS CITY COMMENTS 9/23/16 JM JW MRS JW CITY COMMENTS 4/7/17 MRS SMS THIS PLAN SET IS BASED ON AERIAL PHOTOGRAPHY‘ THE CONTRACTOR IS SPECIFICALLY CAUTVONED THAT THE EXlSTlNG INFORMATION SHOWN ON THE THESE PLANS IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING SITE CONDIUONS BEFORE COMMENCING CONSTRUCTION, THE CONTRACTOR MUST ALSO CALL 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING 0 1" lj; IF ITS NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY THIS DRAWING IS NOT TO SCALE ORIGINAL DRAWING SIZE IS 22 X 34 DETAILS TARGET T2051 9882 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92646 CONSTRUCTION DRAWINGS PROJECT NO‘ 20163367 SHEET ISSUE DATE 04/07/2017 CURRENT REVISION 4 DESIGNED BY MRS DRAWN BY MRS 1 O CHECKED BY JW APPROVED BY SMS 10 M13 CAD FILE C:\pwworkmg\d0146§82\T2051_CD‘dwg LAYOUT" Delails-01(2) snuwrsmr 5/0: (HP) APMGLT HEARING LY3UR§' max can (waumm) saw/r 5,401 905 (my ASWALT LEVELING COURE EX. At-YWEGAIEBAX WORK HEENNG MA TER/AL 1 CUMPACWDN REQ//PEHENTS - TU RHIAIN Q N0 TES' EX. SUEMADE A W RBMIN 1. WT AND PATCH AREAS 5401!" ON ME PLANS ARE APPROIWATE IN 525 AND LOCANIW AND MAYM ADJJSTTD AT ME 7WE OFCYZNSTRUCIIDN PER IHE ASIWED ARHETYPE PRIM 2 MIN. UFT WIO(NE§ 9VALL EE ATLEASY 7HI?EE WES THE MAX ABGPEGAIE SZE ASPHALT PAVEMENT CUT AND PATCH REPAIR ON EXISTING AGGREGATE BASE 12D9L NOT TO SCALE lax: tsnarreteu cl :1"-_‘I5~c-”.-'.r" ' 1'1 Jmm-71 9 mm base drameier OF 0 942 52 22 9 mmzi 4 r-1r.v: ' xa elewalxm Ijenlargedu 2. 3-24 56 E1 \ I .r 0.6%faTllI''l : #0 O 0 0; ‘Lo 0 0 0 Jr. 10 O O O 1 w 1:: plan TRUNCATED DOMES NDT7DS€ALE » I \ \ 0.I8-0.22 4 E r.-.m—5 6 mm 2.3-2.4 56457 1Z8L 10.5" 9' 10.5- 2'—s av‘11%“ z'—7' RAD. PAIN TED ARROW(vmow) STRAIGHT TURN PAINTED D/HECTIUNAL AHWW5 REPAINT TURN ARROW NOT ra SCALE 1:: ._5. ._o. In 1 12"X1B'XO BU GA. RETRO REFLECTORIZED ALUMINUM SIGN WITH ‘PARKING BY PERMIT ONLY‘ TEXT INYERNATIONAL SYMBOL OF ACCESSIBIUTV BORDER AND LEWERING IN WHITE ON BLUE BACKGROUND STANDARD 'MlNlMUM FINE S250‘ SIGN A5 REQUIRED BY CBC STANDARD ‘VAN ACCESSIBLE SPACE‘ AT SPACE ADJACENT TO 8 0' LOADNNG SPACE 2' SQUARE GALVANIZED SIGN POST NOTES A. CBC 2013 CODE SHOULD BE REFERENCED. B (1) SIGN AT EACH ACCESSIBLE SPACE. SEE STRIPING PLAN FOR LOCATION ACCESSIBILITY SIGN N07 TD StAL[ 120' ‘INCLUDE ON ALL ACCESSIBLE SlGN POLES,__m_, A SIGN INDICATING "-""'“"' :0 MINIMUM FINE OF $(FlNE) .- FOR ILLEGAL PARKING. " REFER 10 car: FOR FINE AMOUNT. ufim .§‘ “:5” ix f.‘ HEIGHT FROM PAVEMENT SURFACE TO I am-roM or SIGN VARIES I 9 H: 50 INCHES (snnomu) %J H=B4 mcues (IN PATH os TRAVEL) 1 Z2 L CREA71? SPEED Bl/MP U9N(-‘ STANDARD MARINE COURSE ASFHAL T MIX, CLWPA C TED T0 951 MAX DRY DENSW {MARS-IALL STABILITY AS714 D— 1559MA TCH EX. ) IE ><.( Lu 3 MILL OFF 7/Z'—7.0' OF ASPHALT MAR/NC COURSE PRIOR TO PLACING SPE7 BUMP. SPEED BUMP Tor m—sc.4L: SPEED BUMP 1Z7L N07 727 5544.5 KLEINFELDEF? Bright People. Right Solutions. 1801 Calflumla Street, Suite #1100 Denver. CO 50202 Phone. 303-237-6601 www.kleinfelder,I:om um‘ Wt UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING REVlSl0NS nnsnncunsmm; PLACARDS on "T DSN CHK SPECIAL LICENSE PI.ME5 ISSUED 2 REV DESCRIPTION DATE ron mesons mm DISABILITIES 3 “W” AP“ 3, HILL BE TOVfED MAY 1 0 ISSUED FOR REWEW JAB RAP 2/25/2016 AT THE OWNER S EXPENSE 4,,,. JAB SMS 12‘ TOIIED VEHICLES 175. JAB [up My 55 figcumgg A7 _+ 1 CLIENTCOMMENTS JAB SMS 3/11/15 7‘OR BY TELEPHONING -2 2 cm! COMMENTS MRS SAS 7/29/16 ‘T MRS SMS :3‘ gm, , ERS MRSN: 3 cm COMMENTS M M 9/23/16,1. MRS w-"W-Im 4 CITY COMMENTS MRS ;MS 4/7/17 C HEIGHT FROM PAVEMENT SURFACE TO I EO'l'l'DM OF SIGNVARIES IQ H=60lNCHES(STANDARD) %H=B-1 INCHES (IN PATH OF TRAVEL) THIS PLAN SET IS BASED ON AERIAL PHOTOGRAPHY THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE ACCESSIBLE TOW AWAY SIGN _ R1003 2 EXISTING INFORMATION SHOWN ON THE THESE PLANS IS NOT TO BE RELIED on A5 BEING EXACT on COMPLETE THE CONTRACTOR WILL se RESPONSIBLE FOR FIELD VERIFYING EXISTING sma commons BEFORE COMMENCING CONSTRUCTION THE CONTRACTOR MUST ALSO CALL an AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES N07 TORZALE SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING 0 1" lj__l lF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY THIS DRAWING IS NOT TO SCALE ORIGINAL DRAWING SIZE IS 22 X 34 DETAILS TARGET T2051 9882 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92646 CONSTRUCTION DRAWINGS PROJECT NO. 20163367 SHEET ISSUE DATE 04/07/2017 CURRENT REVISION 4 DESIGNED BY MR5 DRAWN BY MRS 1 1 CHECKED BY JW APPROVED BY SMS 11 of 13 CAD FILE‘ C:\pwworking\dU146982\T2051_CD‘dwg LAYOUT: General Notes GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE PROJECT PLANS AND SPECIFICATIONS. WHERE THE CONTRACTOR DETERNINES A CONFLICT EXISTS. THE CONTRACTOR SHALL NOTFFY THE ENGINEER AND ALLOW THE ENGINEER SUFFICIENT TIME TO ADDRESS WE CONFLICT; FAILURE TO NOTIFY THE ENGINEER WILL NOT CAUSE THE OWNER ADDITIONAL EXPENSES FOR NOTED CONFLICTS. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH CURRENT 0.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS. ALL ACCESSIBLE SITE FEATURES SHALL BE CONSTRUCTED TO MEET THE CURRENT STANDARDS SET FORTH IN THE LATEST AMERICANS WITH DISABILITIES ACT (ACCESSIBILITY). THE CONTRACTOR SHALL REFER TO AND COMPLY WITH THE PROJECT CONTRACT DOCUMENTS FOR ALL WORK. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING SITE CONDITIONS AND THE PROPOSED PLANS. ANV EXISTING CONDITION FOUND IN CONFLICT WITH THE PROPOSED SCOPE OF WORK MUST BE IMMEDIATELY REPORTED TO THE ENGINEER AND OWNER TO ADDRESS. THE CONTRACTOR SHALL VERIFY THAT THE DESIGN PLANS AND SPECIFICATIONS ARE CURRENT AND HAVE BEEN APPROVED BY THE OWNER AND ALL APPLICABLE PERMIT-ISSUING AGENCIES. ALL ITEMS CONSTRUCTED BY THE CONTRACTOR PRIOR TO RECEIVING FINAL APPROVAL AND/OR PERMITS THAT REQUIRE ADJUSTMENT OR REPLACEMENT, SHALL BE COMPLETED AT THE sous EXPENSE OF THE CONTRACTOR. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXISTING INFORMATION SHOWN ON THESE PLANS ARE BASED ON AERIAL PHOTOGRAPHY AND RECORD PLAN INFORMATION AND NOT FROM FIELD MEASUREMENTS. THE ENGINEER DOES NOT GUARANTEE THE COMPLETENESS OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING SITE CONDITIONS. ALL CONSTRUCTION OPERATIONS MUST BE DONE IN SUCH A MANNER AS TO PROTECT ALL ADJACENT EXISTING BUILDINGS, PAVEMENTS, LANDSCAPING AND OTHER SITE ELEMENTS. THIS INCLUDES USING SMALLER EQUIPMENT OR CONTROLLING ACCESS ROUTES FOR EQUIPMENT TO EUMINATE DAMAGE TO SITE PAVEMENTS. ANY EXISTING ELEMENTS DAMAGED DURING CONSTRUCTION MUST BE REPAIRED TO THE OWNER'S SATISFACTION AT THE SOLE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE FOR THE CONTINUOUS OPERATION OF EXISTING FACILITIES WITHOUT INTERRUPTION DURING CONSTRUCTION UNLESS SPECIFICALLY AUTHORIZED OTHERWISE BY THE OWNER. THE CONTRACTORS STAGING AND MATERIAL STORAGE AREAS MUST BE COORDlNATED WITH THE OWNER. ALL SUCH AREAS AND CONSTRUCTION METHODS MUST BE DONE IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH THE OWNER'S OPERATIONS AND GUEST ACCESS. THE CONTRACTOR SHALL MAKE APPLICATION FOR, OBTAIN, AND HAVE IN HIS POSSESSION ALL NECESSARY PERMITS REQUIRED TO COMPLETE THE WORK PRIOR TO THE START OF CONSTRUCTlON. THE CONTRACTOR SHALL CONFINE HIS ACTIVITIES TO THE PROJECT SITE UNDER DEVELOPMENT, EXISTING RIGHTS-OF-WAY, AND EASEMENTS AS APPLICABLE. THE CONTRACTOR SHALL NOT TRESPASS UPON ANY OTHER PRIVATE PROPERTY WITHOUT THE WRITFEN CONSENT OF THE RESPECTIVE PROPERTY OWNER. THE CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND MATERIALS RESULTING FROM HIS OPERATION AND RESTORE ALL SURFACES, STRUCTURES, DITCHES, AND OTHER SITE ELEMENTS TO THEIR ORIGINAL CONDITION AND THE SATISFACTION OF THE OWNER. THE OWNER MAY PROVIDE A LICENSED MATERIALS TESTING AGENCY, SUPPORTED BY A REGISTERED PROFESSIONAL ENGINEER, TO PROVIDE ONSITE INSPECTION AND VERIFY IN THE FIELD THAT ALL MIX DESIGNS ARE IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS AND THAT ALL BACKFILL AND PAVEMENT HAS BEEN PLACED WITH THE PROPER NUMBER OF LAYERS AND THICKNESS AND COMPACTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. A MATERIALS TESTING AGENCY SHALL NOT RELIEVE THE CONTRACTOR OF HIS OBUGATIONS TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COORDINATE AND PROVIDE 48 HOUR NOTICE TO THE MATERIALS TESTING AGENCY FOR INSPECTION OF WORK IF REQUESTED BY THE ENGINEER OR OWNER. IF REQUESTED BY THE ENGINEER OR OWNER, REPORTS. CERTIFICATIONS. MATERIAL CHECKS, AND/OR FIELD TESTS SHALL BE COMPLETED DAILY AND A COPY OF THE RESULTS SHOULD BE EMAILED TO THE PROJECT ENGINEER DAILY. IF IN THE OPINION OF THE ENGINEER, THE WORK DOES NOT MEET THE TECHNICAL OR DESIGN REQUIREMENTS STIFULATED FOR THE WORK, THE CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS FOR APPROVAL AT HIS SOLE EXPENSE. THE CONTRACTOR SHALL MAKE NO DEVIATIONS FROM THE CONTRACT DOCUMENTS WITHOUT SPECIFIC WRITTEN APPROVAL OF THE ENGINEER OR OWNER. THE CONTRACTOR SHALL CERTIFY THAT THE PAVEMENT AND ALL RELATED WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CERTIFICATIONS SHALL BE EMAILED TO THE PROJECT ENGINEER. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY CHANGES IN THE FIELD FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AT HIS SOLE EXPENSE. IF THE CONTRACTOR'S OPERATIONS ARE SHOWN TO NEGATIVELY IMPACT THE OWNER‘S USE OF THE SITE, THE OWNER AND/OR THE ENGINEER SHALL PROVIDE IMMEDIATE NOTICE TO THE CONTRACTOR T0 MODIFY THEIR OPERATIONS TO THE OWNER'S SATISFACTION. SITE INFRASTRUCTURE NOTES 1. 2. 3. 4. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS BY CALLING 811 AT LEAST 72 HOURS BEFORE ANY EXCAVATION (EXCLUDING WEEKENDS AND HOLIDAYS) TO REQUEST EXACT FIELD LOCATION AND STAKING OF UTILITIES. IF NO NOTIFICATION IS GIVEN AND DAMAGE RESULTS, SAID DAMAGE WILL BE REPAIRED AT THE SOLE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE OWNER OF THE UTILITY IMMEDIATELY UPON BREAK OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE THEREOF. WHEN HIS OPERATIONS MAY REQUIRE AN INTERRUPTION OF THE UTILITY SERVICE OR POTENTIALLY CAUSE DAMAGE TO THE UTILITY INVOLVED, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY/OWNER PRIOR TO CONSTRUCTION. IF EXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT THE CONFL!CT MAY BE RESOLVED. ALL UTILITY MANHOLE COVERS, VALVES. BOXES, FITTINGS AND/OR OTHER UTILITY APPURTENANCES THAT ARE AT THE SURFACE OF PAVEMENTS TO BE REPLACED OR REPAIRED SHALL BE ADJUSTED FLUSH WITH THE NEW SURFACE SO AS NOT TO BE COVERED WITH PAVEMENT OR CAUSE A TRIPPING HAZARD. IN THE EVENT THAT EXISTING UTILITY SERVICES ARE TO BE INTERRUPTED OR IMPACTED BY NECESSARY CONSTRUCTION OPERATIONS, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO GIVE PRIOR NOTIFICATION TO THE RESPECTIVE OWNER/UTILITY COMPANY AND ALL SERVICE USERS TO BE AFFECTED BY THE SERVICE INTERRUPTION. ALL SERVlCE INTERRUPTIONS SHALL BE PERFORMED AT OFF-PEAK HOURS, WHEN POSSIBLE, TO MINIMIZE ANY INCONVENIENCE TO THE AFFECTED PARTIES. ALL EXISTING UTILITIES AND SITE INFRASTRUCTURE. INCLUDING BUT NOT LIMITED TO, CART CONTAINMENT SYSTEMS, PARKING LOT LlGHTlNG, CART CORRALS, BOLLARDS, IRRIGATION SYSTEMS, WATER MAlNS. FIELD TlLES. SEWERS, AND UTILITY SERVICE LINES SHALL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION. DAMAGED INFRASTRUCTURE SHALL BE REPAIRED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR. SITE ACCESSITRAFFIC CONTROL NOTES 1. 2. 3. 4, 5, 6. 7. 8. ALL TRAFFIC CONTROLS ON THIS PROJECT SHALL ADHERE TO THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION. ALL SIGNS, SUPPORTS. BARRICADES. AND OTHER REQUIRED MATERIALS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION, AND SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED PLANS TO RECEIVE APPROVAL FROM THE LOCAL GOVERNING AGENCY FOR THE PROPER INSTALLATION OF NECESSARY TRAFFIC CONTROLS AND WORK AREA PROTECTION AS APPLICABLE. TRAFFIC CONTROLS SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY WORK REQUIRING SUCH MATERIALS. THEY SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL THE CONCLUSION OF WORK. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER DAILY AND WEEKLY OF THE PROJECT SCHEDULE. ACCESS SHALL BE MAINTAINED AT ALL TIMES TO THE PROPERTIES ADJOINING THE CONSTRUCTION SITES, INCLUDING ROADWAYS PERMANENTLY OR TEMPORARILY CLOSED TO THROUGH TRAFFIC. ACCESS TO PRIVATE PROPERTIES MAY BE RESTRICTED TEMPORARILY FOR THE INSTALLATION OF A SPECIFIC UTILITY OR CONSTRUCTION ACTIVITV. IN THIS EVENT, THE PROPERTY OWNER SHALL BE CONTACTED BY THE CONTRACTOR AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF THE RESTRICTION AND SHALL BE GIVEN THE TIME AND DURATION OF THE RESTRICTION, IN NO EVENT SHALL ACCESS BE DENIED OVERNIGHT OR FOR MORE THAN EIGHT (8) CONSECUTIVE HOURS. IF TEMPORARY ACCESS IS AFFORDED NEAR EXCAVATIONS. SUCH ACCESS SHALL BE CLEARLY DELINEATED AND ADEQUATE MEASURES TAKEN AS REQUIRED TO INSURE ADEQUATE, SAFE ACCESS. ACCESS TO PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. WHERE MULTIPLE DRIVEWAYS ARE PRESENT AT LEAST ONE SHALL REMAIN OPEN FOR ACCESS AT ALL TIMES. WHERE ONLY ONE DRIVEWAY IS PRESENT, WORK SHALL PROGRESS SUCH THAT ONLY ONE—HALF OF THE DRIVEWAY IS RESTRICTED OR AN ALTERNATE ACCESS SHALL BE PROVIDED IF THE ENTIRE SECTION IS CLOSED. PARTIAL CLOSURE SCHEDULES SHALL BE SUBMITTED TO THE BUSINESS PROPRIETOR AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF THE STARTING TIME AND FOR THE DURATION OF CLOSURE. DURING NORMAL PROGRESS OF WORK, FOR WORK WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL HAVE THE OPTION, UPON APPROVAL OF THE GOVERNING AGENCY, OF MOMENTARILY INTERRUPTING THE CONTINUOUS TWO-WAY TRAFFIC IN OFF-SITE ROADWAYS TO ALLOW ONE-WAY TRAFFIC. SUCH INTERRUPTIONS SHALL UTILIZE QUALIFIED FLAG PERSONNEL PLACED IN STRATEGIC LOCATIONS TO INSURE THE PUBLIC SAFETY AND MINIMIZE DRIVER CONFUSION. A MOMENTARY INTERRUPTION SHALL BE DEFINED AS A PERIOD OF TIME NOT TO EXCEED TWO (2) MINUTES OR A QUEUE OF NOT GREATER THAN TEN (10) VEHICLES, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RESTORE CONTINUOUS TWO-WAY TRAFFIC DURING ALL NON-WORKING HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE T0 NOTIFY ALL GOVERNING AGENCIES AND EMERGENCY RESPONSE PROVIDERS, INCLUDING FIRE AND POLICE DEPARTMENTS, BY PHONE OR IN WRITING, BEFORE THE BEGINNING OF HIS OPERATIONS SO THAT THESE AGENCIES MAY PLAN THEIR OPERATIONS IN CONSIDERATION OF THE CONSTRUCTION ZONE AND RELATED ACTIVITIES. FIRE DEPARTMENT ACCESS SHALL BE MAINTAINED AT ALL TIMES. THE ENGINEER, OWNER‘ CITY AND STATE SHALL NOT BE HELD LIABLE FOR ANY CLAIMS RESULTING FROM ACCIDENTS OR DAMAGES CAUSED BY THE CONTRACTORS FAILURE TO COMPLY WITH TRAFFIC AND PUBLIC SAFETY REGULATIONS DURING THE CONSTRUCTION PERIOD. NIGHT TIME WORK 1. 2. 3. ANY NIGHT TIME OR AFTER DARK WORK SHALL BE APPROVED BY THE OWNER AND LOCAL AGENCIES HAVING JURISDICTION. IF ADDITIONAL LlGHTlNG IS REQUIRED, ABOVE THE TARGET PARKING AREA EXTERIOR BUILDING LIGHTS, CONTRACTOR SHALL SUPPLY AMPLE LIGHTING TO PERFORM THE NIGHT TIME WORK. LIGHTING SHALL BE SHIELDED FOR ADJACENT PROPERTIES AND ROADWAYS. CONTRACTOR SHALL CONTACT TARGET'S FACILITY MANAGEMENT OPERATIONS CENTER (FMOC) (888) 888-0304 AT LEAST 48 HOURS IN ADVANCE OF PERFORMING ANY NIGHT TIME WORK UNDER THESE CONTRACT DOCUMENTS AND REQUEST THAT TARGET OVERRIDE THE PARKING AREA EXTERIOR BUILDING LIGHTS FOR THE EVENlNG(S) OF THE SCHEDULED WORK. PAVING CONSTRUCTION NOTES 1. 2. 3. 4. 5. 6. 7. B. 9. 10. 11 12. 13. 14. 15. PAVING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL. STATE DEPARTMENT OF TRANSPORTATION, AND/OR OTHER PERMITTING AGENCIES HAVING JURISDICTION AS APPLICABLE. WHERE THESE PLANS DIFFER FROM THE STANDARD DETAILS OR SPECIFICATIONS OF ANY GOVERNING AGENCY, THE AGENCY'S REQUIREMENTS SHALL GOVERN. WHEN APPLICABLE REMOVE ANY EXISTING TOPSOIL, VEGETATION, TREES AND OTHER DELETERIOUS MATERIALS TO EXPOSE THE SUBGRADE SOIL. TREE ROOTS SHALL BE COMPLETELY REMOVED. EXCAVATE TO THE DEPTH OF THE FINAL SUBGRADE ELEVATION TO ALLOW FOR GRADE CHANGES AND THE PLACEMENT OF THE RECOMMENDED PAVEMENT SYSTEM. WHERE FULL-DEPTH PAVEMENT RESTORATION IS CALLED FOR ON THE PLANS, THE TOP 10 INCHES OF THE EXPOSED SUBGRADE SHALL BE COMPACTED TO A DENSITY N0 LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR (ASTM D1557-91). WHERE FULL-DEPTH PAVEMENT RESTORATION IS CALLED FOR ON THE PLANS. THE FINAL SUBGRADE SHALL BE THOROUGHLY PROOF ROLLED. CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY LOOSE OR YIELDING AREAS WHICH CANNOT BE MECHANICALLY STABILIZED. THESE AREAS SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL OR AS DICTATED BY FIELD CONDITIONS UNDER THE APPROVAL OF THE ENGINEER AND/OR OWNER. WHERE PARTIAL-DEPTH PAVEMENT RESTORATION IS CALLED FOR ON THE PLANS. THE AGGREGATE BASE SHALL BE COMPACTED TO A DENSITY NO LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR (ASTM D 1557-91). THE BASE SHALL EXTEND A MINIMUM OF 1 FOOT BEYOND THE PAVED EDGE. CONSTRUCTION TRAFFIC SHALL BE MINIMIZED ON THE NEW PAVEMENT. IF CONSTRUCTION TRAFFIC IS ANTICIPATED ON THE PAVEMENT STRUCTURE, THE PIACEMENT OF THE FINAL LIFT SHALL BE DELAYED UNTIL THE MAJORITY OF THE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THIS ACTION WILL ALLOW REPAIR OF LOCALIZED FAILURE. IF ANY DOES OCCUR. AS WELL AS REDUCE LOAD DAMAGE ON THE PAVEMENT SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR TO ANY DAMAGED SECTION RESULTING FROM CONSTRUCTION ACTIVITY AT THE SOLE EXPENSE OF THE CONTRACTOR. ANY CONCRETE CURB DISTURBED AND/OR CALLED OUT TO BE REPLACED DURING CONSTRUCTION SHOULD BE REPLACED TO MATCH THE EXISTING PROFlLE OF THE CURB AND GU'l'l'ER. CONTRACTOR SHALL REVERSE GUTTER FANS, WHERE REQUIRED. TO PREVENT WATER PONDING AND/OR ENTRAPMENT AGAINST THE CURE. WHERE A PROPOSED CURB AND GUTTER SECTION IS ADJACENT TO A HANDICAP RAMP, DROP CURB HEIGHT TO MAXIMUM 1/4" ACROSS THE RAMP OPENING. PLACE EXPANSION JOINT AND JOINT SEALANT WHERE NEW CONCRETE PAVEMENT OR WALKS ABUT BUILDING WALLS (PROPOSED OR EXISTING), CURB. OR EXISTING CONCRETE PAVEMENT. ANY CUT AND PATCH AREAS SHOWN ON THESE PLANS ARE APPROXIMATE IN SIZE AND LOCATION AND MAY BE ADJUSTED BY THE ENGINEER OR OWNER AT THE TIME OF CONSTRUCTION PER THE PREDETERMINED ARCHETYPE PRICING. THE CONTRACTOR SHALL REMOVE EXISTING PAVEMENT IN A MANNER WHICH DOES NOT ADVERSELY AFFECT THE SURROUNDING AREAS OF THE SITE. ANY NEEDED REPAIRS DUE TO DAMAGE DONE DURING REMOVAL OPERATIONS TO SURROUNDING AREAS SHALL BE AT THE SOLE EXPENSE OF THE CONTRACTOR AND TO THE SATISFACTION OF THE OWNER. IF REQUESTED BY THE ENGINEER OR OWNER, THE SUBGRADE SHALL BE INSPECTED BY A MATERIALS TESTING AGENCY AFTER PAVEMENT REMOVAL AND PRIOR TO REPLACEMENT. SUBGRADE UNDERCUTTING SHALL BE PERFORMED AT THE REQUEST OF THE TESTING AGENCY. OWNER, OR ENGINEER AND WILL BE PAID AS A SEPARATE ITEM. UNLESS SPECIFICALLY CALLED OUT FOR ON THE PLANS. WHERE SECTIONS OF EXISTING PARKING LOTS AND/OR INTERNAL ROADWAYS ARE TO BE MODIFIED, THE CONTRACTOR SHALL PROVIDE ALL FINISHED PAVEMENT MARKINGS. INCLUDING INFORMATIONAL AND DIRECTIONAL MARKINGS, SUCH THAT THEY MATCH THE EXISTING MARKING TYPE, COLOR, PA'l'l'ERN AND LOCATION. THE CONTRACTOR MUST TAKE FIELD MEASUREMENTS AND ESTABLISH CONTROLS IN THE FIELD PRIOR TO REMOVING OR COVERING THE EXISTING MARKINGS IN ORDER TO REPLACE THEM NOT ALL EXISTING PAVEMENT MARKINGS THAT ARE TO BE RE-ESTABLISHED MAY BE SHOWN ON THE PROJECT PLANS. REFER TO THE PROJECT PLANS FOR AREAS OF PAVEMENT MARKINGS THAT ARE TO BE MODIFIED FROM THE EXISTING LAYOUT. CONTRACTOR SHALL INSTALL NEW PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTIFY THE ENGINEER PRIOR TO NEW MARKINGS BEING PLACED IF ANY CONFLICTS ARE FOUND WITH THE EXISTING MARKINGS. WHERE AREAS OF PARKING LOTS WILL BE REOPENED FOR CUSTOMER USE PRIOR TO FINAL PAVEMENT MARKINGS BEING INSTALLED, THE CONTRACTOR SHALL PROVIDE TEMPORARY STRIPING OF THE PARKING LOT AREAS IN ORDER TO ASSIST DRIVERS T0 PARK IN INTENDED PARKING STALLS. GRADING NOTES 1. 2. 3 4 THE CONTRACTOR SHALL CONFIRM THAT THE FINAL PAVEMENT GRADES WILL NOT CREATE A STANDING WATER CONDITION (l.E. A LOW SPOT OR PAVEMENT SLOPES LESS THAN 1%) OR SLOPES IN EXCESS OF 5%. THE CONTRACTOR SHALL ADVISE ENGINEER IMMEDIATELY IF HE BELIEVES THAT ONE OF THESE SITUATIONS WILL OCCUR. ‘SKIN PATCHING" WILL NOT BE PERMITTED FOR THE REPAIR OF WATER PONDING AREAS. AT A MINIMUM, A 1" THICK MILL AND REPLACE SHOULD BE USED FOR THE REPAIR OF THESE AREAS AS NECESSARY. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING STORM WATER RUNOFF DURING CONSTRUCTION OPERATIONS. OF PARTICULAR CONCERN WILL BE THE TIME PERIOD AFTER THE SITE HAS BEEN STRIPPED AND NOT YET RESTORED, BUILT UPON. OR PAVED. THE CONTRACTOR MUST INSTALL OR CONSTRUCT APPROPRIATE TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES TO PROTECT ADJACENT PROPERTIES. CONTRACTOR IS MADE AWARE THAT ANY PAVEMENT WORK WITHIN AND 5 FEET SURROUNDING ACCESSIBILITY PARKING AREAS SHALL HAVE A MAXIMUM SLOPE OF 2 PERCENT IN ANY DIRECTION. THE ENGINEER WILL INDICATE THE LOCATION OF THESE AREAS ON THE PLANS WHICH MUST BE CORRECTED AS PART OF THE NEW RESURFACING PROJECT. DEMOLITION NOTES 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL PROTECT EXISTING WALKS, PAVEMENT, CURBS, GUTFERS, WALLS, FENCES, SIGNS. GATES. LANDSCAPING AND TREES TO REMAIN DURING CONSTRUCTION. DISPOSAL or MATERIALS REMOVED FROM THE sma lS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL DISPOSE OF ALL MATERIALS IN A TIMELY MANNER AND IN ACCORDANCE WITH ALL GOVERNING AGENCY REGULATIONS. BURYING DEBRIS ON THE SUBJECT smz IS PROHIBITED. EQUIPMENT AND MATERIALS USED IN CONSTRUCTION OPERATIONS SHALL BE STORED AND STOCKFILED IN ACCORDANCE WITH ALL GOVERNING AGENCY REGULATIONS AND AT THE DIRECTION OF THE OWNER OR THE ENGINEER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE CLEANLINESS OF THE SITE THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL CLEAN up ANY DEBRIS on SITE RESULTING FROM CONSTRUCTION OPERATIONS. THE USE OF EXPLOSIVES SHALL NOT BE PERMl'I'l'ED. ALL NECESSARY RESTORATION WORK SHALL BE COMPLETED AT THE SOLE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER or THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, ow. OR NEAR THE CONSTRUCTION sure. ALL WORK SHALL BE COMPLETED IN ACCORDANCE wnm CURRENT o.s.H.A. cones AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS. SOIL EROSION AND SEDIMENTATION CONTROL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING AGENCIES’ ENVIRONMENTAL STANDARDS. CONTRACTOR SHALL TAKE ALL APPROPRIATE MEASURES TO KEEP ON-SITE SOIL EROSION SEDIMENT FROM ENTERING ADJACENT PARKING AREA AND INSURE THAT THE PARKlNG AREA IS KEPT CLEAN. ALL son. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INITIATED As SOON AS PRACTICABLE AND PRIOR TO ANY LAND DISTURBANCE AND/OR DEMOLITION. ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE INSPECTED A MINIMUM OF ONCE PER WEEK AND/OR WITHIN 24 HOURS AFTER A RAIN EVENT. ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE MAINTAINED AND REPAIRED IMMEDIATELY AS NECESSARY. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES MAY HAVE TO BE ALTERED AT VARIOUS STAGES DURING CONSTRUCTION TO ACCOMMODATE ACTUAL SITE CONDITIONS. THE CONTRACTOR ts RESPONSIBLE FOR CLEANING AND REMOVING ANY MUD/DEBRIS TRACKING FROM THE STREETS AND SIDEWALKS DURING THE SAME DAY or OCCURRENCE. ALL WASH WATER (PAVING TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE sma. RUBBISH, TRASH. GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS, MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE. SUFFICIENT on. AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE OR BY OTHER APPROVED MEANS THROUGHOUT ALL CONSTRUCTION OPERATIONS. WATERING TRUCKS SHALL BE USED AS NEEDED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. THE CONTRACTOR SHALL FOLLOW ALL LOCAL AND STATE SOIL EROSION ORDINANCES TO INSURE THAT NO ON—SlTE SOIL EROSION SEDIMENT LEAVES THE CONSTRUCTION SITE. ANY SOIL EROSION SEDIMENT OR CONSTRUCTION DEBRIS WHICH IS FOUND OFF~SlTE SHALL BE PROMPTLY REMOVED AT CONTRACTORS SOLE EXPENSE. RESTORATION NOTES 1. 2. 3. RESTORE ALL NON—PAVED AREAS WITH 3" OF CLEAN TOPSOIL AND SPECIFIED SEED MIX. PLACE MULCH IN ALL SEEDED AREAS. ON SLOPES IN EXCESS OF 10 HORlZONTAL TO 1 VERTICAL PLACE NORTH AMERICAN GREEN DS150 MULCH BLANKET IMMEDIATELY AFTER SEEDING. USE METAL STAPLES PER MANUFACTURERS RECOMMENDATIONS TO HOLD MATTING IN PLACE. CONTRACTOR TO REMOVE ALL EXCESS MATERIALS AND ALL CONSTRUCTION EQUIPMENT AND/OR VEHICLES IMMEDIATELY FOLLOWING PROJECT COMPLETION. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESSIBILITY PARKING STALLS, RAMPS. AND/OR OTHER ACCESSIBLE ROUTES AT ALL TIMES THAT PERMANENT ACCESSIBILITY ITEMS ARE RESTRICTED. KLEINFELDEF’ Bright People. Right Solutions. 1301 Caliwmla Street. Suite #1100 Denver. CO 80202 Phone: 303237-6601 www kleinleldenccm REVISIONS DSNREV DESCRIPTION DWN JAB 0 ISSUED FOR REVIEW JAB JAB 1 CLIENT COMMENTS JAB MRS2 CITY COMMENTS MRS ERS3 CITY COMMENTS JM MRS 4 CITY COMMENTS MRS CHK APP RAP SMS RAP SMS SAS SMS MRS JW JW SMS DATE 2/25/2016 3/11/16 7/29/16 9123/ 1 5 4/7/17 THIS PLAN SET IS BASED ON AERIAL PHOTOGRAPHY. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXISTING INFORMATION SHOWN ON THE THESE PLANS IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING SITE CONDITIONS BEFORE COMMENCING CONSTRUCTION. THE CONTRACTOR MUST ALSO CALL 811 AT LEAST 72 HOURS BEFORE ANV EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES, SCALE VERIFICATION THIS EAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING 0 1,. l__jl IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY THIS DRAWING IS NOT TO SCALE ORIGINAL DRAWING SIZE IS 22 X 34 GENERAL NOTES TARGET T2051 9882 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92646 CONSTRUCTION DRAWINGS PROJECT NO. 20163367 ISSUE DATE 04/07/2017 CURRENT REVISION 4 DESIGNED BY MRS DRAWN BY MRS CHECKED BY JW APPROVED BY SMS SHEET 12 12 of 13 CAD FILE C.\pwwarkmg\dO14698Z\T2051_CD dwg LAYOUT: GEOTECH STORE: T2051 Huntington Beach, CA Address: 9882 Adams Avenue City, ST' Hunringmn He-arh, CA Date of Evaluation: 12/30/15 Evaluator: Steven Kuo Pavement Condition New Lcmlru([n(m Corg _Localiun Photo: Retem ovelhlv‘ hkc nrw m-<.-nxs.=.u1mm or new mm mm mm or nu mamh-Hana: mquvrefl hm mans ol agmg Mawnlnm mlh m.mm- mm mm; Shows signs av agmg Sound sIm(rwa\ mndmon Cuuld L-x\unLl my wmv um‘ um Suriaun agmg Sound m..mn.n tnnmlmu NH-fls SEJVEON of "1!!! non uluILluv.1\u\.vvlay(lss5lha-1 ’) . gLmlm.1n\ agmg and Hm mgr!) ul ma luv mngmpnmg would mam hum a slruzluvm ovens 31-40 I2" av mm) Nerds palnhmg 41ndv('u.mlivm1lu vrnum av:-r1.w Mxllmg and removal nl dclwmrnlvnn nxlt'nr1slhL- hln o 2140 the uvcrlay Sevelz dzlunuvahml Needy lumnslmgllon wuh Exuenswe base vepawv Pulvevlzahan 0V old pavcnlvnl Location:1 As:-M-nive hlvlcd NEk'dS lulu! H'rrm$Uu(hun Core LOCa(IOn Photo‘ Pavement condition ‘‘\- - u N1-wmnslmzzmn “V : ~ : Retrnl rmuay. me new mam yea! mat at new mm mu: mu» m rm x ; : nlmnmnante vuquwad V n rm: xwgrn or ngmg Mamlam wuh mullnc ma Mhng Y K ‘Show\ ugns cl agmg Sound §lvu(\ura\ mnamun (mm cxwnd Mu mm sun! can SuIl.1u- ngmg Suw1dHru(Iuv.xl mndmon Nerds s<\.I'w.u 0! mm nun \Iur(Lur.\\ nwrlay um man 2') Sxgruhcanr agmg and Mn “gm a! need em mengnmmng. Wnuld béncht hum .\ ‘.lvu(AuI.H nvnfla 31.40 a ‘av mare) Nsros pauhmg and u-mu pnur la nmm uvvrlay mum; and removal 0l amunvaunn M\n>v1n<lh9 mg n 11.30 wtuvuvuy SLWEIC dulcvlotalxun Nl'L'd3 Iuuvulvunuun wllh QlllEl'\\Wl' hast‘ rcpau Puhmumlnon D7 Did pavement Lntatloni 2 uvflvnlwe Fafled N995» Kala‘ lE(DFISlVu[l\DlV Core LOCEUCII1 Photo‘ Pavement Cond on V ‘ - I I New m§m.mm. ‘I R1-(EM crvevlay, Mm rmw R»-Arul n-.Hu:.1\mrmw mm rwx mm« 1.. .... x :u marmznanza venuneu I F-vs\ swgm at agmg M.<m\.\m WM‘! Iunlvvvu mu Nlmg. Shows ugnsm agmn 5DU1\flfl'uIhlfflILufldfllcfl cum-1 ulrnr. m.- WM!‘ uni um! 5ur1.1:r agmg Sauml\l'u(1uI.Ilrnndmnrv um‘ L-ah:ua\ av mm nnn .mm..mx avvmlvheis than I} Swgmhnmv up}! mu:HIulul;nsolne1*flVnv alvrrlglhrrnvlg wnuld benehr «am .y slvutlunaluvuvkly 3140 I1‘ m mom mm» u.:h‘urI: anfl u-pm mm‘ m mm mmrhny Mmmg IN.‘rEmuva\r1'dI3lcn0rahunm\lmmSMEWe aV 21.30 l>u'LwL~vl.w Suwve dulevvnraumn Nvwds rscnnslvucncn nu-.h v:'h-mm‘ hwu n-paw Pu\v1-Human cl am p.1vI-rm-vvr LocatIon- 3 nssflsunve mm Nrrds Inmlwmmvruchon Core Location Photo. Pavement Candition u Nuw (nnsl'u(nnn : - I llt-(cnrnvx-r!.Iy m.-mvw Retenr seal {mu av new ruld mm mm» W no X : n m..u.m..»m.,— muunl.-U " I my ngnnul W-yg M.lmLwuwvlh‘uulml-(v.1(kMImg 5.. Show» n\ agmg Suuuoslvuru.v.IlLuvdmnr\ coma ' mm m we Mn mu mat ,7 —'_‘ ‘ .5 ‘ Suviaze aging Sou'\dslluu1u.I\ mmlxlwun Needs 4.1;mg 3, slzakual m um nun sluvtlunfl ommv um man z“\ $..;mm...u my; andhm>vgn\n1nr-(‘film llrcngtherung wmm hum-N Hum .. slruumal an-V1.11 ELM) 12" m mum Needs pzvzmny, my rpuau ‘mo! m mam! mm. Mmmg mu! vrrvvzwul --v -It-In-nomhon nxll-nus MI: me :14 11.30 mp mm 50vm:'d-‘uwnrnrmn mas rrcunsrruchun wwlh .=.u.-my Lyme mm Pulvvnzalmn W cm p.wA'm(-Ml Location. A u emme men N(‘t'd)l0\.1‘VEUJIVSKWLUUVV Pavement Candifion Nwv rnmlrutlron Cpre Locauon Photo: Q ‘' ‘ u ‘ " RV(1'lVl\1Vr-*VUV‘N\PH?w mm su.1\walurm-w um! m . mu» 0' Ha mam\en.<m» mqm. anX :n Fu;13Ignsulap,m,; Ma: wflhwuulmruanlhlhug Shaw; Mgni nlagmg Sound \IvmmI.IV<mvlhl\u.'v rum L'x:L-nd mu wllh ,1-moan J smm agmp Sound mmman rondmnn NL'r:(!\ - .1-«mum mm nan \luruu'.HnvwL4y[lx~»lh w 1 : 5\p_mM.Inl ‘.,,u.,.‘ M hm Wm ul nrud my slrvnglhcnwvvg wumn am.-w 4mm .1 3:Iu({ur.1\nxmr\.1y :2’ or mm;31-40 Needs pa-mug and mum prruv lo man)! av:-Hay Mnhmg and mm: "4 u.z\.....m.w e.u-um n... my "1 21-30 IN-rwn-HIV sw .-n.-.m.....m.n NM-M»H(L7vI\Imumnw‘lh enlans-vs um Ienav Fmvenzahan L71 ma pmmm Location: 5 .5.-m~ V1‘ r.m Nam. mm H-rumrmrhnn /\ KLE/NF'ELDE/-? sr/gm Peopfe Rvghf Soiunom SPT Elaw Visual Pavement Thickness Counts Classification Color AC / PCC Surface 7 ‘ Binder Perromal _ lmpuvl -.9 (MU 5'” WW‘ u ; my Sand otive 4 6 11 ABC I Sub "‘ Base (ML) Sandy sun with Gravel olive IN. (vermvv m nmretl U 5 IN ) SPT Blnw Visual Pavement Thickness Counts Classification Color AC / PCC Surface 3 S Binder Petromat (rzuuruu rI('.Iv(‘5l (CU SW“ LE3" n 5 my CLAV Olwe Yellow 5 8 10 A 5"h.1§t- ABC / Sub A - hast Base IN Uepou In mm: D5 m l SFT Blow Visual Pavement Thickness Vi Counts Classfiicatjun 7 7 Colur AC /FCC Surface 5 Binder Pelrcumak [...,,a[.’.r:‘l.m-.v..: (Sp, pnuflv Graded SAND yellow 11 17 ABC/Sub 18 Base " IN [rcourl m nravmr u s m , Pavement Thickness 5:: “L” Visualu" Classification Color AC/FCC Surface , Binder Petromat (n-non m nmrm! u2 w ,(SCI Clayey SAND Vellowush Brown \‘ ABC/Sub 6 Base 1 “ IN, (ML) SILT mm Sand Olive Gray 1 [rcnnrl u. ru-an-«I ‘ a s «M I Pavement Thickness 5:: 3:2" Visual ” dassnficalion Color AC / PCC Surface ; Binder Pmromal (rcpnu m ...-M.-.: n a w ](SM) smy SAND gray 5 6 ABC/Sub 10 Ease ‘“ IN‘ nmusnn mm Sand Dhve Gray (mum! m nu-an-x‘ nsw, Consistency I Appamnl Density firm firm Consistency / Appareni Density fvrm Cansinency / Apparent Density 7 Dense (3060) Consistency] Apparent Density Mednum Dense (10730) Fxrm Consistency] Apparent uensny Lousel4—1U) Firm SP1 mow OHSISCEIICV Pavemem Thickness ca Apparenl Moist”, Core Locatxnn Photo‘ Pavement Condition “"5 Color Density Vlasticity Content M U 4*‘ -~ >i ::::::::.:::%::W KLEINFEL DEF’ TARGE T ' ’ Exam seal ma! av new mm m... mum m Surface , , _ ’ ._ x :. K Elndgr Bright People. Right Solutions. -- . n sun sign» 0! .ug.n;, nfamram mm muhne um Mhng PctmmalV ,. Urnuu m mm: .sham mm or aging Sound slmuum tnndnmn 0 g M (SM) smv SAND Medium Den“ 50"“ E“€"d“'° W" W3‘ “"1 10 with Gravel Light Browmsh Gray (1030) Nonplasnc Mms! 13u1cam°m.a SW51‘ Sum, #1100 f‘ , »~‘ Surmrcagvng Sound muuuhil Luudllluv\ N1-ads De’“’e" CO 50292 sna‘(ua\nr\I1In non sluvnluval uvuflav (loss lhan 1 1 15 P"°"9- 303’237‘55°1 swmm MW and hm signs or need You ABC / Sub 12 WW" "'9‘“‘°“‘°'-W" Moisuue 5l!“ElVl‘{UIENI\fi Wmfld henelwl ham 3 slVu(lulA\ uverla Base Plasticity Content “"0 U “I mm)N:-my pauhmg ma wumr mum in vmum uve-vhlv H Mflhngandramnvalnldeletlnrahonznlnndslhe hlen lN» Medium Dense II-30 INF nvwlav (SM) Stlty SAND Light Bruwmsh Gray (1030) Nonplastuc Mmst Sq-veve flvlvnolmvorw 7'-'E‘Ed\ VL-mmrmthuru wllh (VEDOYI \fl V\?ire\l rlllcnslvv but vL‘paH Pu\vL-malmn ul nld pmm.-m o 5 IN) Location: 6 ‘s wn-um mm NEEHX lula\ nstonslrudrorv Nonplastic moist 5" Bl c°,,5menq/ Pavement Thickness C 2" Visual Apparem Momma Core LDCBUOH Phat Pavement Condition 0"" Classification Calor Density Plasticity Content ‘_ - u I Nu-wtunshuclwun REWSIONS - . Rm PHI W./.,, hi» HPW AC /FCC Hvu-nl nu: mm or nrw mm mm nnlv In no Surface DSN CHK — x ; . m‘mv(v-n.mrr ....,.,_..a . 5 Binder REV DESCRIPTION Dw DATEN APP Nonplasm mom I hm swgm av ‘ugmg Mamlam mm vuulww (r.::k1wlhng Panama‘m-porn In nz-ares! JAB RAPSénn-‘-:Eu::;Ir:dr1:'agnngh5nu‘rvd sllrurnm1\ (undmun H N” t 0 ISSUED FOR REVIEW 2/25/2915 -=~ * W W M M (cu Lean cw gray mm low moist JAB SMS summ agmg Scunfl umumalmnmuan amen: : JAB RAP u-a\m:I\ W." DVPFLIYUQSS than 2-» 1 CLIENT COMMENTS 3/11/15 Swgmlwranl ngmg and Mn: W, nl nr-‘rd «a. mac / Sub 7 JAB SMS \l¥t'HgYlu-vvlrlpl Wuuhi be-nshl hum J slm:lumluveI\.1 E Mu;,g.,,, sun 42 ‘LIV mum] 35° 2 CITY COMMENTS MRS SAS °'a="="v .“;:.::'.;'7::;7'.:::::::;";t:::;:;::;r::t::.::':'::.H..Q * was sms 7'29"“ 21-30 m.- nu.-my ERS MRS Sevevaoelcnorahan News vemnslvumon wxlh (vnnun w nrnrur 3 crry COMMENTS 9/23/16 .-.umwz- base vt-paw Pulvr-n:.1hnn o4 mu n.IvNm\n\ D s m» JM Jw Location‘ 7 us rllrnwr mum NL-EdsIulnlrumrn\Iu(l4un 4 CITY COMMENTS MRS JW 4/7/17 M medium moist . SPT Blow C°nSmeMV/ RS SMS(Dre LDC [_ P" ‘ - ‘ _ Pavement Thickness taunts VlSl.lil Apparent Moiflufg 3 '°“ ° 0- _ V , , Pavemw Cnmillmn Classification Color Density Plasticity Contentr‘_ - u New(oMlvu(nor! - . R1-(«Mon-vIay,Ivke NEW AC / FCC mm mm rum or new (Md mvx Mlle av nu Surface 7 :- m.unlcn:Iun' usqmrnd I 5 Emder "' n ' .:: hm W50: 4,9...‘ M.nul.nH \w\lv rzulmu (hark lwlhng P‘“'°"‘°‘ (5P‘5Ml POUVN * hhows xlgruafamng, Sonndsvrucluraitandxlwon "°°°g‘:N”°"""' Graded SAND Medium Dense ."— (mm! cxlcnd Mo wnlh sea! {Hal 1 .4 with Slll gray (1030) Nonplasllc Moist Suvmu‘ afimg Sound >\m(luval madman Needs 6 iiwrnll DI mm Mm §IurrIural0vL'r\.w HMS Ihnn 2 l 4 Sxgnmcanl agmg and mu Mgn) DY Hand :0. ABC / Sub 3 alrn-ng\hvIHrIu Would bcnuhl Ham .1 sUuLlum\ L7vL-H.) B3140 :1" UV mnnsl 3” News uakhmg and vegan nnor m mayor Lweflav 5 IN Mrllmg and ramnwfl cl amnmanon Pxmnds mg m» u - Moisture 114° “E °“"" [ML] SILT ohve sun tow rnmsl plasticity Come.“ :M:[:::‘d:I:v:uvn[;uH n;eIus jun I nrannssumwaresx W x N Aev pm uvvw. WV 0 uvsnwn La(auun. E vs ms-me raum m..am.n...x m.mW...,.. THIS PLAN SET IS BASED on AERWAL PHOTOGRAPHY. THE CONTRACTOR rs SPECIFICALLY CAUTIONED THAT THE _ °"Sl5len¢-‘V EXISTING INFORMATION SHOWN ON THE THESE PLANS IS C L V ph _ _ I _ 577 NOW VESIU3" Apparent Mgigmre NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THENon ‘H “K m ‘ ore_ o(a.Io-. ‘.010.’ Pavemem c¢n¢.g..m p,,,,,,,,,,,, mmknm mum, c.,,,,,,m,,,,, mo, Density "Emmy comm CONTRACTOR wru. as RESPONSIBLE FOR FIELD VERIFVING P 5 '5 - u NI-wLL)rV5Iru(Uun EXISTING sma comnmows BEFORE COMMENCING‘ . .. °EE”f§$9§LL§°5‘g£”B‘:E8é‘2ii‘;$*§x‘é””‘““S”W3“‘T ’ Rt'Lsnl§Ea1:nalmnnw m ‘um /"VAT'0N T0 REQUEST* In um‘ :, mm“? mm, “’ "‘ ‘ ° °' "“ 75 surface EXACT FIELD LOCATION OF UTILITIES _ ‘I __ Binder 1 -- 7' ' - x . a nu: swgm ol aging Mavnlam mm rcumne am fiflmg pgugma‘ Shows x-gm Magmg Smmd s{ru:Iuva\ zondvlmn [,,,,.,,. H, ,,,_,m,{ SCALE VERlFlCATlON cmoeuena Mewuh aealmat. U 5 W, (MU sandy gm olwe may Firm Nonplasm Mom . V 10» ~. - »~ A smm agmg Snund umuum (madman um: THlS BAR '5 1 lNCH lN LENGTH' _ mmm.n... sllu(lur.1lavL-Hay (IL-5; mm-1 3 ON ORIGINAL DRAWING S\gmV<(anl aging and Inn signs at new to. 6 suenglhpmng wow berwhl horn a wunural even; 0 1" 31-40 xz‘ ), ABC/Sub Mom“ ».-.um;,m.mm oldelennrumnsrlennislhelnlem Ease IF ITS NOT 1 INCH ON THIS _ _ 21-10 the oveflay (M) 5m owe Gray pm N I I M . ‘ SHEET ADJUST YOUR ""“""V °°"'°"‘ d:-lzvmlauuu N1-eds mm W °”° 5‘ " °" SCALES ACCORDINGLYexrenswe base Vegan Puh/ervzalwan ol o\d uivemenl Location: 9 eflemve. VNeeds ""°°;,‘;7;*_'"'°“ THlS DRAWING IS Cnnsislency / ' SPT Blow Visual Apparent Moisture Low Mom C079 I-DUNE“ W010‘ Pavement Condition Pavement Yhickness Counts Classiiicatinn Color Density Plasticity Content ORIGINAL DRAWING SIZE IS 22 x 34 \ fl - nu New mnslmmon _ -u Huuvrlvcuverlay hkunew M I Pcc a-— Reta"! ma! [oat av new (old mm lime M N: x :u maxnmnance vemmed I 5 5“”'3‘9 , BinderA . . signs .,. W mm (kirk M Mm, GEOTECHNICAL SUMMARY Show» ugm ul aging Sound slru(Ium\ (nnddmn [,(,,,,,, ‘D ,,,_,,F,, W, Mom ‘"“‘“ “”"“‘ "'*' W‘ W‘ "W 0 5 w» (MU Sandy SILT Olive Firm Nonplaslic Moist ’ 4v" surme agmg Sauna smruural mrmmon Needs ", 5Eal(cal 17! mm nun—snu:lura\ Lweliay [Hus lhan 1") 4 iwgrvhtnvfl aging and hm 3-gnsol need lm 6 im=ng\hmImp_ womn benehv mm. ,. ,.mm,m .,\,.m, 3140 I1“ or mum! Nnedsun(Uvmg.mIJVnpmv pm to ma» ovL'rl.1V S"ha\r ABC /5” Moisture Mmmg and V1-mumfl M rt.-u-nar.mun rxlnnds me Me 0 5“ Submit‘ 5359 Plasticity comm 1140 "'9 -Wuv sum flclL-ncnanon Nt-edc vcmnurucuun wflh nu exlanswe base Japan Pulvalvzzhun 1:! am uavemenh L°<a"°”' 1° gfiww H I TARGETme pp um monummn MW)’ T2051 Summary c’ Observations" HUNTlNGT9C§fi'2B“I*EDA“C""3é‘VENUE Low Mom Overal‘ the pavement xs in good condmun. Minima\ cracking observed. H‘ AUFORNIA 92646 CONSTRUCTION DRAWINGS Th 5 won was performed In a manner consistent with that level of care and skull crdmarilv exercised by other members of Kleinfelder‘s professxon practxcing m the same Iocalwty, under simrlar conditions and at the date the servwces are prone:-d. Our conclusmns, opmlons, and recommendations are based on a limrted number of observations and data. It :5 possible that CDrIdilIDrI5 comd vary between or beyond the data evaluated. Kleinlelder makes no other PROJECT NO‘ 20163367 SHEET represemalion, guarantee, or warranly, express or rrnplied, regarding the services, communication [oral or written), repon upnmon, or instrument of service pruvxded '55UE DATE 04/07/2017 CURRENT REVISIO Low Monsl Prepaved B, Steven Kuo REVl2WEd By: N 4 DESIGNED BY MRS DRAWN BY MRS 1 3 Steven Ku: Name Reviewer Staff Engineer Reviewer Title CHECKED BY JW APPROVED BY SMS 13 of 13