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Plans TYPE 1 MINOR MODIFICATION FLITE ATM TIGARD OR ADDITION OF ATM WALK-UP IN EXISTING TARGET PARKING LOT I 9009 SW HALL BLVD TIGARD , OR CRY OF TIGARD L.� ,, Cont ovally Approved O +43 i:_ rent tot Les. P 9Wsw9t _ avMs;: For only the workc n. t * .., PERMIT IY as described i SITE, .1 _ See L NO. �e7j- vv' M �,,�, -,:. T at aa" F e ' , tea-. "P 91 .E,,.. •.. ette to: Follow j'.41W Paltleni ,�, , t`e - 44 .,, ' 9 F. t SITE Rnrei Jakz:iv^.mer �LLCLCh c r - . 1 e� oaMreM Pei H:,s ta' I I E _",.* �o Q �' Q Job Address: O[,r�1 Sc.1 1l I l ff p Ararat, 'n. 7 1- 3 {a po T B ry O - =� Tarpei© �Ca,.m.ve L,.c en Y' • Date'� �=F�-�tS+Oro i)rti-eat lly gs d "� '' toammonrrw ' v �a.�eH et A.. ., ."`- 4 •� � , r PrAai, .. OFFICE COPY 8w° ---crO 7� ,r � 9 o �• ,.:w T b1.„Q Qb:Crt y.vt cr,00. Le:S:n-.a�Toe Centn t�-�: 3/7723 o .,+;..t }, ,- � O .d'', u.,-4•..,-r Wesfo Sr,a ✓w•plN,C1 c,..r,.s u� ,,, i O - * j . a s 3 ta ....`. w..s�m,:5•,.aRO ..:.,-. . €' OWNER 1 DEVELOPER VICINITY MAP LOCATION MAP V IpTT05411E NOT OSCALE ezon mem" O 1 GI j GENERAL DEVELO NOTES EXISTING PROPERTY SUMMARY COUNCIL DISTRICT 9 FLITE BANKING CENTERS, LLC. ° 1.PART OF THE SUBJECT PROPERTY IS LOCATED IN PROPERTY ADDRESS: 8009 SW HALL BLVD COUNCIL MEMBER ROY ROGERS m AREAS DESIGNATED AS"ZONE X•(AREAS TIGARD,OR CITY OF TIGARD 8955 KATY FREEWAY,STE. 107 DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL WASHINGTON COUNTY,OR CHANCE FLOODPLAIN)AS NOTED ON THE HOUSTON,TX,77024 / CURRENT FEMA FIRM COMMUNITY PANEL MAP AND PARCEL ID: MAP TIGARDINTERATIVE MAPS,PARCEL 16126CA01000 PHONE.(281)816-5391 0 41067C0534E. US.FEMA FIRM PANEL. 41067C0534E DATED 111042018 CONTACT: DEANGELO RIOS PROJECT DESIGN TEAM 9`v EXISTING ZONING: MUD PA KING STALLS ISSE EXISTING LAND USE'. TARGET PARKING STALLS 19 TOTAL) PLANS PREPARED BY NI CLIENT CIVIL ENGINEER o FLITE BANKING CENTERS.LLC KIMLEY-HORN Ki I m I }>> Horn 8955 KATY PAN.STE 107 4582 S ULSTER ST SUITE 1500 HOUBTON,TX 77029 DENVER,CO 80231 m PHONE:(T DEANGELO PHONE:T.KYLE Y 4 WATSON CONTACT(2 DEAN-5391 OS CONNECT:KVL 3-5555 ,RE. n SCOPE OF WORK INCLUDES TRNJSITIONING 3 PARKING STALLS INTO PERMITTING/UTILITY CONTACTS 4582 S ULSTER ST SUITE 1500,DENVER,CO 80237 THE ATM PAD,INSTALLING 1 SITE UGHT POLE AND TRANS ITIONINGI PARKING STALL TO AN ADA STALL Main:(303)228-2300 I www.kimley-horn.com WITH ACCESS TO THE ATM. BUILDING DEPT. TRANSPORTATION DEPT. ZONING PUBLIC WORKS FIRE CHIEF m° BUILDING DIVISION SERVICES SUPERVISOR TIGARD TRANSIT CENTER ASSISTANT PLANNER TIGARD PUBLIC WORKS BUILDING TUALATIN VALLEY FIRE 8 RESCUE 02021 KimleyHom and AssoCIBNs,Inc. 13125 SW HALL BLVD 8960 SW COMMERCIAL STREET 13125 SW HALL BLVD 877 SW BURNHAM ST 11946 SW LOTH AVENUE TIGARD,OR 87223 TIGARD,DR 97223 TIGARD,OR 97223 TIGARD.OR 97223 TIGARD,OR 97223 wl PHONE:(503)718-2990 PHONE'.(503)238-7433 PHONE',(503)718-2421 PHONE:(503)718-2591 PHONE:(503)649-8511 CONTACT:DIANNA L.ORNELAS CONTACT:NIKKI TUASON CONTACT:ME DUYCK 0 n ELECTRIC POm 121 SW DA GENERAL ELECTRIC j PORTl SALMON 72 PHONE'ND,)60)4 4-804 PHONE(fiO3)484-9000 i 1 CONTACT:HEADQUARTERS w % 9 E Know what's below. Call before you dig. CONTRACTOR RESPONSIBILITIES: DEMOLITION INFORMATION: CONCRETE INFORMATION(SITE WORK ONLY): GRADING NOTES: 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR. 1. NOTIFICATIONS. 1. PRODUCT CRITERIA: A. TOPSOIL SHALL BE STORED ON SITE IN LOCATIONS APPROVED BY THE OWNER'S A. THE CONTRACTOR SHALL VERIFY ALL PROPOSED AND EXISTING CONDITIONS INCLUDING UTILITIES REPRESENTATIVE.DRAINAGE SHALL ROUT AROUND THESE TOPSOIL STOCKPILES FOR L(INVERTS,CONNECTIONS,MATERIALS,ETC.)AND DIMENSIONS WITHIN THE LIMITS OF WORK PRIOR TO THE CONTRACTOR SHALL NOTIFY THE OWNER AND CITY INSPECTOR A S)24 HOURS PRIOR TO ANY UNLESS OTHERWISE NOTED CEMENT SHALL BE TYPE I OR III CONFORMING TOASTM THE DURATION OF THE GRADING OPERATIONS.EROSION CONTROL MEASURES SHALL THE START OF CONSTRUCTION. DEMOLITION OR CONSTRUCTION. C150.AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C33. PREVENT THE LOSS OF TOPSOIL MATERIAL. 0 E 0 B. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILED BUILDING INFORMATION. 2. DISPOSAL GUIDELINES. B. CONCRETE SHALL CONFORM TOACI BUILDING CODE(318-89).UNLESS NOTED B. UNSUITABLE SOILS SHALL BE UNIFORMLY SPREAD ACROSS NONSTRUCTURAL FILL P CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A 28 DAY COMPRESSIVE STRENGTH AREAS AND COVERED WITH TOPSOIL AND SEEDED_ OL C. THE CONTRACTOR IS RESPONSIBLE FOR ALL NOTIFICATIONS AND LIAISONS WITH UTILITY COMPANIES A. ONLY ITEMS SPECIFICALLY NOTED TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE. OF 3,500 PS.I. DURING THE PROCESS OF LOCATING.RELOCATING,AND TYING INTO PUBLIC UTILITIES. C. FILL AREA SHALL BE PROOF-ROLLED WITH RUBBER-TIRED EQUIPMENT WITH A MINIMUM m 2 B. REMOVE EXISTING PAVED AREAS AS SHOWN INCLUDING DRIVEWAYS,SIDEWALKS,PARKING AREAS, C. SLUMP SHALL BE 3"TO 5"FOR REGULAR MIX.LARGER SLUMP SHALL BE PERMITTED WEIGHT OF FIFTEEN TONS PRIOR TO BEGINNING FILL OPERATION.AREAS WHICH ARE EI I D. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY.THE LIMITS OF LAND DISTURBANCE SHALL BE SERVICE AREAS,EQUIPMENT PADS,AND ALL MISCELLANEOUS PAVING. WITH WATER REDUCING ADMIXTURES AND WRITTEN CONSENT OF THE ENGINEER. SOFT OR UNSTABLE SHALL BE UNDERCUT UNTIL STABLE SOILS ARE FOUND. ' I e CLEARLY AND ACCURATELY DEMARCATED WITH STAKES.RIBBONS.OR OTHER APPROPRIATE MEANS. RE-COMPACTION OF THESE SOILS SHALL BE TO 96%MAXIMUM DRY DENSTY AS PER THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE SHALL OCCUR INSIDE THE C. ALL DEBRIS RESULTING FROM DEMOLITION SHALL BE REMOVED FROM THE SITE AND DISPOSED D. THE RELATIONSHIP BETWEEN MAXIMUM AGGREGATE SIZE TO MINIMUM AMOUNT OF ABTM D69S(STANDARD PROCTOR). �� 0 3 5 Y APPROVED LIMITS INDICATED ON THE APPROVED PLANS. OF LEGALLY BY I HE CONTRACTOR IN ACCORDANCE WITH LOCAL STATE AND FEDERAL REGULATIONS. CEMENT IN CONCRETE PAVEMENT(LB.PERC.Y.OR MIX)SHALL BE AS FOLLOWS:1"-520. _E BACKFILL ALL TRENCHES AND EXCAVATIONS RESULTING FROM DEMOLITION. 3/4"-540,12'-500,3/6"-610. D. CUT AREA SHALL BE PROOF-ROLLED AFTER FINAL SUBGRADE IS ACHIEVED IN THE SAME 4E MANNER AS FILLED AREAS.SOFT OR UNSTABLE SOILS SHALL BE SCARIFIED TO A DEPTH H R. — ; 2. DURING CONSTRUCTION: D. ALL DEMOLISHED MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE 2. CURING CRITERIA: OF 12'AND RE-COMPACTED TO 98%MAXIMUM DRY DENSITY AS PER ASTM DB98 ` N NOTED. (STANDARD PROCTOR) W UI ry A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVIATIONS FROM THESE PLANS AND A. CONCRETE CURING SHALL COMPLY WITH AC130S.CURING PROCESS SHALL START SPECIFICATIONS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER MAY CAUSE THE WORK TO BE 3 TREE PROTECTION GUIDELINES: IMMEDIATELY FOLLOWING INITIAL SET.CURING SHALL BE BY CURING COMPOUND. E. ALL GRADING SHALL BE COMPLETED TO THE LEVEL INDICATED BY THE SCOPE OF WORK 111 1 I I I I Vim2 .E UNACCEPTABLE. LISTED IN THE BID DOCUMENTS. 2 PROTECT ALL EXISTING TREES NOTED"TO REMAIN'AND ALL ITEMS TO BE TURNED OVER TO THE OWNER B. CONCRETE EXPOSED TO THE WEATHER SHALL BE AIRENTRAINED IN ACCORDANCE EN s B. THE CONTRACTOR SHALL USE MATERIALS AND EMPLOY CONSTRUCTION METHODS IN ORDER TO DURING DEMOLITION.TAKE ALL NECESSARY PRECAUTIONS AND PROTECTIVE MEASURES.ANY EXISTING WITH A01318-89 TABLE 4.1-1.NORMAL WEIGHT CONCRETE SLABS SHALL HAVE AIR F. ELEVATIONS SHOWN ON THE PLANS IS THE FINISH GRADE ELEVATION. E A COMPLY WITH THE DRAWINGS AND SPECIFICATIONS.VMHERE A CONFLICT OCCURS,THE STRICTEST ITEMS TO BE TURNED OVER TO THE OWNER WHICH ARE DAMAGED DURING DEMOLITION SHALL BE REPAIRED CONTENT IN ACCORDANCE WITH AC1302.IR-S9 TABLE 5.2.1A i� I DESIGN SHALL GOVERN.THE ENGINEER'S REVIEW OF SHOP DRAWINGS.PRODUCT DATA.ETC..DOES AT NO ADDITIONAL COST TO THE OWNER.TREES WHICH ARE DAMAGED WILL BE REPLACED OR G. GRADING SHALL BE SEQUENCED S0 THAT BASE STONE IS PLACED WITHIN 10 CALENDAR ■M S NOT RELIEVE THE CONTRACTOR FROM COMPLYING WIN THE CONTRACT DOCUMENTS.THE REIMBURSED AT A RATE TO BE DETERMINED BY THE OWNER. C. HOT WEATHER CONCRETING SHALL COMPLY WITH AC 1505.NO CONCRETE ABOVE 90 DAYS PF ACHIEVING OPTIMUM SUBORADE COMPACTION. ! CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY SPECIFIC DEVIATIONS AND OBTAIN DEGREES FAHRENHEIT SHALL BE POURED.LOWER CONCRETE TEMPERATURE BY j ENGINEER'S WRITTEN APPROVAL OF THE SPECIFIC DEVIATION. 4. UTILITIES: COOLING WATER AND AGGREGATE FORMS,STEEL,AND SURGRADE SHALL BE H. SOILS TESTING LABORATORY/SOILS ENGINEER.CONTRACTOR WILL EMPLOY A SPRINKLED WITH COLD WATER.AFTER FINISHING CONCRETE USE LIGHT FOG SPRAY QUALIFIED SOILS TESTING LABORATORY/ENGINEER TO OBSERVE THIS WORK AND MAKE $ C. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND A. PRIOR TO REMOVING OR ABANDONING ANY UTILITY THE CONTRACTOR SHALL VERIFY THAT NO UNTIL CURING COMPOUND IS USED. TESTS AS REQUIRED. I REGULATIONS DURING ALL PHASES OF CONSTRUCTION. UPSTREAM SERVICE WILL BE TERMINATED.THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY TERMINATION NOT SHOWN ON THE PLANS. D. COLD WEATHER CONCRETING SHALL COMPLY WITH AC1306.SPECIAL MATERIAL I. HAVE EARTH BORROW FILL,AGGREGATE.AND TOPSOIL,AND STRUCTURAL FILL TESTED F D. ALL CONSTRUCTION MUST CONFORM TO THE STANDARDS.SPECIFICATIONS,AND CODES OF THE PROCEDURES SHALL BE PROVIDED DURING PLACING AND CURING OF CONCRETE AND APPROVED BY DESIGNATED TESTING LABORATORY BEFORE MOVING IT TO THE JOB E GOVERNING MUNICIPALITIES. B. ALL ABANDONED WATER LINES,STORM SEWER PIPE,SANITARY SEWER PIPES.GAS LINES,OR ANY BELOW 4D DEGREES FAHRENHEIT. • SITE. O /�J) OTHER ABANDONED UNDERGROUND UTILITY SHALL BE ABANDONED IN PLACE UNLESS NOTED F E. CONSTRUCTION SHALL MEET ALL CURRENT STANDARDS SET FORTH IN THE AMERICANS WITH OTHERWISE. E. E. CURING HOT,AND COLD WEATHER CONCRETING PROCEDURES ARE ONLY GIVEN J. CONTRACTOR SHALL OBSERVE PROOF-ROLLING OF AREAS WHERE BUILDING AND DISABILITIES ACT AS A GUIDE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREVENT CONCRETE PAVING WILL BE LOCATED TO DETERMINE ADEQUACY OF SOIL COMPACTION AND J '1 DISABILITIES AND CRACKS.DAMAGED OR CRACKED CONCRETE WILL NOT BE ACCEPTED. IN-PLACE SOILS.OTHER AREAS WILL BE INSPECTED BY SOILS ENGINEER TO DETERMINE F. IF THE CONTRACTOR DAMAGES ANY EXISTING UTILITIES DURING CONSTRUCTION.HE SHALL,AT HIS SITE INFORMATION: ADEQUACY IN THOSE AREAS.IF SOILS ARE NOT ADEQUATE TO BEAR WEIGHTS THAT OWN EXPENSE,REPLACE OR REPAIR THE UTILITIES TO ORIGINAL CONDITION AND QUALITY AS WILL BE IMPOSED,TESTING LABORATORY WILL OBSERVE AND REPORT CORRECTIVE APPROVED BY THE OWNER AND REPRESENTATIVE OF THE APPROPRIATE UTILITY COMPANY. 1. THE FOLLOWING ARE APPLICABLE TO ALL CIVIL DOCUMENTS: ACTION TAKEN. G z REINFORCING STEEL INFORMATION(SITE WORK ONLY): G. SUFFICENT BARRICADES,LIGHTS,SIGNS,AND OTHER TRAFFIC CONTROL METHODS IN ACCORDANCE A. WHERE A DETAIL SECTION,TYPICAL SECTION,OR A NOTE IS SHOWN FOR ONE CONDITION,IT SHALL K. TEST IN-PLACE SOIL AND FILLED AND COMPACTED AREAS.IF THESE ARE NOT ADEQUATE CI WITH GOVERNING ORDINANCES MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE APPLY FOR ALL LIKE OR SIMILAR CONDITIONS,UNLESS OTHERWISE NOTED ON THE PLANS. TO BEAR WEIGHTS IMPOSED,TESTING LABORATORY WILL ADVICE THE OWNER'S PUBLIC.SAID CONTROL DEVICES SHALL BE PER THE MANUAL OF TRAFFIC CONTROL DEVICES, 1. PRODUCT CRITERIA: REPRESENTATIVE OF THEIR RECOMMENDATIONS.HE WILL DIRECT ANY CORRECTIVE W D' g M.U.T.C.D.,CURRENT EDITION,AND SHALL BE PROVIDED AND MAINTAINED THROUGHOUT B. EXISTING AND PROPOSED CONTOURS ARE AT ONE(1)FOOT INTERVALS. MEASURES THAT ARE NECESSARY. C CONSTRUCTION. A. REINFORCING STEEL SHALL CONFORM TOASTM ASI5,GRADE 80 AND GRADE aO FOR A3 AND SMALLER BARS.MINIMUM LAP 48"DIAMETER. F C. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. L. SOILS COMPACTION TESTING OF IN-PLACE AND FILLED AND COMPACTED AREAS WILL BE H. TRAFFIC CONTROLS AND OTHER WARNING DEVICES SHALL BE INSTALLED PRIOR TO THE PERFORMED BY TESTING LABORATORY IN ACCORDANCE WITH THEIR REQUIREMENTS. < W W I B. WELDED WIRE FABRIC SHALL CONFORM TOASTM A-185,MINIMUM LAP SHALL BE 8". COMMENCEMENT OF ANY WORK ON CITY,COUNTY,OR TENNESSEE DEPARTMENT OF D. ALL PIPE LENGTHS SPECIFIED IN THESE PLANS ARE THE HORMONTM DISTANCE AND ARE SHOWN FOR TRANSPORTATION ROADS.THEY SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND SHALL REFERENE ONLY.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL LENGTHS M. THE SOILS ENGINEERS AND TESTING LABORATORY'S FEES WILL BE PAID BY THE I A \ Q' 5 REMAIN IN PLACE UNTIL THE CONCLUSION OF ALL WORK BASED ON PROPOSED PIPE SLOPE. C. REINFORCING THAT IS WELDED SHALL BE WELDABLE TYPE AND CONFORM TO ASTM A-]O6. CONTRACTOR. /1 W`J Q L.L 7 ▪ I. ALL WARNING DEVICES SHALL BE EITHER TYPE I BARRICADES OR DRUMS WITH WARNING LIGHTS ON E. PIPE LENGTHS IN PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OFSTRUCTURE N. APPLICABLE SPECIFICATIONS FOR COMPACTED FILL'.THE FOLLOWING CURRENT D /T1 Q EVERY OTHER DEVICE.THEY SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL UNLESS OTHERWISE NOTED. AMERICAN SOCIETY OF TESTING MATERIALS(ASTM)STANDARDS ARE HEREBY MADE v DEVICES(MEWL CURRENT EDITION,AND CITY OF HENDERSONVILLE STANDARDS FOR COLOR,SIZE, PAVEMENT INFORMATION: PART OF THIS SPECIFICATION: I W REFLECTIVITY,HEIGHT,AND PLACEMENT. EROSION AND SEDIMENT CONTROL INFORMATION: Y Z Z 1. PAVEMENT: • D421-58,DRY PREPARATION OF SOIL SAMPLES FOR GRAINSIZE ANALYSIS AND 0 J. FIRE DEPARTMENT ACCESS SHALL BE MAINTAINED AT ALL TIMES. DETERMINATION OF SOIL CONSTANTS_ J 3 1. COMPREHENSIVE'. A. ALL MATERIALS,EQUIPMENT,METHODS OF CONSTRUCTION,AND WORKMANSHIP SHALL • 0422.63,STANDARD METHOD OF PARTICLE SIZE ANALYSIS OF SOILS. 4:L' 0 i( Z CD g K. CONTRACTOR SHALL SHORE AND BRACE ALL EARTH,FORMS,CONCRETE,STEEL.WOOD,AND CONFORM TO THE TENNESSEE DEPARTMENT OF TRANSPORTATION,TOOT.STANDARD • D1140.54,METHOD OF TEST FOR AMOUNT OF MATERIAL IN SOILS FINER THAN NO.200 E MASONRY TO RESIST GRAVITY,EARTH,WIND,THERMAL,CONSTRUCTION,AND MISCELLANEOUS LOADS A THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.CURRENT EDITION. SIEVE a DURING CONSTRUCTION. AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR CONCURRENT WITH • 0698,METHOD FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING Q = 3 LAND-DISTURBING ACTIVITIES. B. SEE PAVEMENT DETAILS IR STANDARD EFFORT CONSTRUCTION DOCUMENTS FOR SPECIFIC DESIGN 0 L. ON-SITE BURIAL OF DEBRIS IS PROHIBITED. INFORMATION AND REQUIREMENTS. • D1557-78,STANDARD TEST METHODS FOR MOISTURE-DENSITY RELATIONS OF SOILS COW Q B. PROVISIONS TO PREVENT EROSION OF SOIL FROM THE SITE SHALL BE AT A MINIMUM IN AND SOIL-AGGREGATE MIXTURES USING 10 LB.(4.54KG)BANNER AND 18-INCH(q5] M. UNLESS OTHERWISE NOTED THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL FABRICATED CONFORMANCE WITH THE REQUIREMENTS OF THE OREGON EROSION AND SEDIMENT CONTROL L. ALL CURS AND GUTTER TO BE 24"AND CONSTRUCTED OF 3000 P.S.I.CONCRETE UNLESS MMI DROP, W/I'1 1W MATERIALS TO THE ENGINEER.DESIGN DOCUMENTS SHALL NOT BE REPRODUCED AS SHOP DRAWINGS. HANDBOOKS.IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE OTHERWISE NOTED. O. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL LOCATIONS UNLESS V f Y IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 2. SIGNING AND STRIPING. OTHERWISE NOTED. ry N. IN CASE OF UNFORESEEN CONSTRUCTION COMPLICATIONS OR DISCREPANCIES,THE CONTRACTOR IS LL E TO IMMEDIATELY NOTIFY THE ENGINEER IN WRITING. C. FAILURE TO INSTALL OPERATE.OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL A SIGNING AND STRIPING TO BE PROVIDED BY THE CONTRACTOR ACCORDING TO THE P. CONTRACTOR SHALL REVIEW THE SITE SPECIFIC GEOTECHNICAL REPORT PRIOR TO LL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED BACK TO DRAWINGS AND SPECIFICATIONS. COMMENCING WITH GRADING OPERATIONS.WHERE CONFLICTS BETWEEN THE GRADING E 0. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE. THE STANDARDS SPECIFIED IN THE OREGON EROSION AND SEDIMENT CONTROL HANDBOOKS. NOTES AND GEOTECHNICAL REPORT EXIST,THE MORE STRINGENT REQUIREMENT L_ CURRENT EDITION. B. ALL PAVEMENT MARKINGS SHALL CONFORM TO CURRENT MUTCD STANDARDS.ALL SHALL APPLY. g P. AS-BUILT DRAWINGS OF ROADWAYS,STORM DRAINS,SANITARY SEWER AND WATER LINES,FIELD PAVEMENT MARKINGS ON PRIVATE PROPERTY SHALL BE PAINT,UNLESS NOTED APPROVAL BY THE ENGINEER.AND ALL APPLICABLE BONDS ARE REQUIRED PRIOR TO FINAL D. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES.IF FULL IMPLEMENTATION OF THE OTHERWISE.ALL PAVEMENT MARKINGS ON PUBLIC RIGHT-OF-WAY SHALL BE Q. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING WITH LOAD TICKETS, 3 ACCEPTANCE BY THE OWNER- APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,ADDITIONAL EROSION AND THERMOPLASTIC,UNLESS NOTED OTHERWISE. PHOTOGRAPHS.LOG BOOK.VIDEO RECORDING AND OTHER MEANS AS NECESSARY TO DRAFT SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT VERIFY THE INSTALLATION OF STORMWATER BEST MANAGEMENT PRACTICES REQUIRED Q. CONTRACTOR SHALL MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL EXISTING BUILDINGS SOURCE. BY THE LOCAL MUNICIPALITY AND JURISDICTION.AS-BUILT TOPOGRAPHY AND UTILITY 1- THROUGHOUT CONSTRUCTION UNLESS APPROVAL FOR SERVICE INTERRUPTION IS OBTAINED FROM CLEARING AND GRUBBING: PLANS HAVING BEEN PREPARED BY A QUALIFIED LAND SURVEYOR ARE REQUIRED TO BE PRELIMINARY s` THE OWNERS IN ADVANCE, E. EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE.THE LOCATION OF SUBMITTED DESIGN INTENT.ANYMODIFICAT NLEY-HORN AT THE 9 TOLTHE GRAVING ANDSION OF THE PROJECT UTILITSYeTEI VERIFICATION PLANS 8 SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE R. THE CONTRACTOR SHALL VERIFY TO ENSURE THAT THE NEW WORK SHALL FIT APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL A DO NOT EXCEED CLEARING AND GRUBBING LIMITS OF CONSTRUCTION LINES INDICATED REQUIRED.NOT PREVIOUSLY APPROVED BY THE OWNER AND ENGINEER ARE THE INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS.SHOULD ANY PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TOACCOMPLISH ON THE PLANS. RESPONSIBILITY OF THE CONTRACTOR. FOR REVIEW ONLY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE DRAWINGS,THE CONTRACTOR EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA CONSTRUCTION.ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION B. ALL AREAS OUTSIDE THE LIMITS OF CONSTRUCTION LINE SHALL NOT BE CROSSED BY n INVOLVING DIFFERENCES.NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY_ HEAVY EQUIPMENT OR USED FOR STORING HEAVY EQUIPMENT OR MATERIALS. INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA, m 3 S. ANY FOREIGN ITEM FOUNDDURINGCONSTRUCTIDN IS THE PROPERTY OF THE OWNER.THIS F. THE CONSTRUCTION OF THE SITE WILL COMMENCE WITH THE INSTALLATION OF EROSION CONTROL C. NO EQUIPMENT SHALL BE STORED UNDER THE DRIP LINE OF TREES TO REMAIN. MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION_ALL SEDIMENT CONTROL INCLUDES.BUT IS NOT LIMITED TO,PRECIOUS METALS,COINS.PAPER CURRENCY,ARTIFACTS AND WILL BE MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN D. DO NOT FALL ANY TREES OR PUSH PILES OF DEBRIS AGAINST ANY TREES TO REMAIN U i ANTIQUITIES. T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE PREMISES OR AGUATENT COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL ROAOSIDRIVEWAVS HAVE BEEN PAVED. E. REMOVE ALL STUMPS,ROCKS,ASPHALT&CONCRETE DEBRIS,ETC.AND DISPOSE OFF Q • SITE IN ACCORDANCE WITH LOCAL,STATE 8 FEDERAL REGULATIONS PREMISES,OR INJURIES TO THE PUBLIC DURING THE CONSTRUCTION OF THE WORK,WHETHER G. CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY OR EXIT FROM THE SITE CAUSED BY HIMSELF,HIS SUBCONTRACTORS.OR THE CARELESSNESS OF ANY OF HIS EMPLOYEES. AND SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO F_ CONTACT ALL UTILITY AUTHORITIES WHO HAVE LINES WITHIN THE CLEARING AND 5 PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE AS CONDITIONS GRUBBING LIMITS BEFORE STARTING WORK Z U THE CONTRACTOR SHALL FURNISH,INSTALL AND MAINTAIN ALL NECESSARY TEMPORARY WORKS FOR DEMAND,REPAIR,AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT.ALL MATERIALS R € THE PROTECTION OF THE WORK AND THE PUBLIC.INCLUDING BARRICADES,WARNING SIGNS,LIGHTS, SPILLED.DROPPED,WASHED,OR TRACKED FROM VEHICLES OFF SITE ONTO PUBLIC RIGHTS-OF-WAY E. ALL EROSION CONTROL SEDIMENT BARRIERS.SILT FENCES,AND TREE PROTECTION 8 ETC. MUST BE REMOVED IMMEDIATELY.ACCESS POINTS PROTECTED WITH A CONSTRUCTION EXIT SHALL BE DEVICES SHALL BE INSTALLED PRIOR TO STARTING CLEARING AND GRUBBING. € OTHERWISE BARRICADED UNTIL THE SITE IS STABILIZED. M S V. THE CONTRACTOR ACKNOWLEDGES 6 AGREES THAT THE WORK IS ENTIRELY AT HIS RISK UNTIL SITE IS F. AFTER STAKING IS COMPLETED,TREES WITHIN GRADING LIMITS TO BE SAVED WILL BE 0 v ACCEPTED,AND HE WILL BE HELD RESPONSIBLE FOR ITS SAFETY BY THE OWNER.THE CONTRACTOR IDENTIFIED BY THE OWNER'S REPRESENTATIVE.FIELD CHANGES TO GRADING PLANS Il WILL INDEMNIFY THE OWNER&OWNER'S REPRESENTATIVE FROM LIABILITY AT THE BITE THROUGHOUT ADA COMPLIANCE: SHALL BE MADE FOR SMOOTH TRANSITION OF GRADES AROUND ALL TREES WHICH �u Ei THE CONSTRUCTION PROCESS. REQUITE TREE WELLS WITHIN THE GRADING LIMITS. cc A CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT'OF-WAY SHALL BE CONSTRUCTED BASED B• W. THE LFEES.CONTRACTOR HE GIVE ALL NECESSARY NOTICES AND OBTAIN ALL BUILDING LAWS. PAY ALL ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. G. ALL CLEARING SHALL BE LIMITED TO AREAS TO BE GRADED WITHIN 15 CALENDAR DAYS. LEGAL FEES.HE SHALL ALSO COMPLY WITH ALL CITY,COUNTY AND STATE BUILDING $ ORDINANCES OR REGULATIONS RELATING TO BUILDING SIDEWALKS,STREETS,BLASTING,PUBLIC B. PRIVATE CURB RAMPS ON THE SITE(I.E.OUTSIDE PUBLIC STREET RIGHT-OF-WAY)SHALL CONFORM TO ADA • INFRASTRUCTURE,STORMWATER REGULATIONS,ETC. STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF E X. THE CONTRACTOR IS TO CHECK AND VERIFY ALL MEASUREMENTS,LEVELS,ETC.BEFORE ORDERING THE CURB RAMP,NOT INCLUDING FLARES. 6 MATER IALS AND PROCEEDING WITH THE WORK,AND IS TO BE RESPONSIBLE FOR THE SAME. C. ALL ACCESSIBLE ROUTES.GENERAL SITE AND BUILDING ELEMENTS,RAMPS,CURB RAMPS.STRIPING,AND ..2. m m n• m m m E PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN,LATEST EDITION. DESIGNED BY: B Y. REFERENCE POINTS AND HUBS DURING THE CONSTRUCTION OF HIS WORK,AND SHALL BEAR THE I COST OF REPLACING SAME. D. ANY COMPONENTS OF THE PROJECT SERVING MULTIFAMILY DWELUNGS IN BUILDINGS THAT HAVE 40R DRAM BY: — Z. CARE SHALL BE TAKEN TO PROTECT ANY UTILITIES,TREES,ETC.WHICH ARE TO REMAIN AND NOT MORE UNITS PER DWELLING SHALL ALSO CONFORM TO THE FAIR HOUSING ACT(FHA), COMPLY WITH CHECKED ES, _ TO BE DISTURBED BY THE CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. DATE: II1052021 DAMAGES TO SUCH PROPERTY. E. BEFORE PLACING PAVEMENT,CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN KMLEYRIORN PROJECT NO ROUTES(PER ADA AND FHA)EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS.ACCESSIBLE 1662E5E05 PARKING SPACES,ACCESS AISLES,AND ACCESSIBLE ROUTES.IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL.IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5,0 PERCENT.ACCESSIBLE PARKING GENERAL NOTES SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. F. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED.CONTRACTOR BEET NwBER SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED.NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES. C O-01 p•WE4 ium•'K1DEN INM882J5W2JEN BEnEIIN CMNR11862MOULTIgertl!CADO'P4n5M1••Ia/COG1 GENERAL NOTES/wo WM GENERAL NOTES Ds 29,2031]:Rem 55:GmM•J•EeNS i DISCLAIMER THESE DRAWINGS WERE PRODUCED NATHOUT THE BENEFIT O; A CURRENT LAND SURVEY.ALL PROPERTY L NES EASEMENTS, SE'EACKS,EXISTING INFRASTRUCTURE AND TITLE DOCUMENTS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. KIMLEYHORN ANO FLITE BANKING CENTERS OO NOT r E GUARANTEETHE ACCURACY OFSAIDE PROPERTY LINES, N V EASEMENTS,SETBACKS..EXISTING INFRASTRUCTURE AND TITLE ® m E COCUMENTS. Otu COMRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD - CONDITIONS AND IS TO ALERT THE ENGI NEER AND FLITE > E BANKING CENTERS OF ANY DISCREPANCIES PRIOR TO g'° g STARTING CONS(RUCTION.CONTRACTOR TO COORDINATE _ WITH FLITE BANNING CENTERS NiP FOR ALL FINAL PLACEMENTS ^ o y OF INFRASTRUCTURE. IR_E ^ '�' y M s S f. W ''n: °' i W ' ���TY`= 1`, r '� f . � '- �...,A Il '� ,i t'r'" ' rc ti '?r - J_ -. � .• 'l�j' Z >P4.6.a, ''�j 4 - �a Y• r �•� '.T_ 61 4- 7 `a.�s �'`.• s. � �''y rl J i"7+'It •� yy r .S,F r • r 'V �may�+3 A} a Y.' 'Fly � ,..1) > vow fit*+! - i (] 1 — T� 1. r i7 fs. t �1 S'V �n'.°C /� j.r , C L� ui r 6 n W w ,( -J A -T.39 .-5• ` `+ M1"._:� `•� `. ♦� N/ -- ' a '- ,Fy.¢'�r` 1 w ` '- ,�s M• Zp ",: )' ' : `�.�+«:E'.c T, s. iy-' •K '+ r Z Z I I— E .vim e. i �,C n 1• ,4t : 4 1.a ';r*A. 4" 1.4 'K•♦�Y ` Z Z_ o a +i4 -�,.. -�L: r';w�.. 4 p; { y MLL 1; Q 2 ..yy�� A '� x h 'U .•. a °1I6?r.�. y , if FE•1t (J:qy� ' Q • K I— L., drat "to.'. ✓• '" .E' �3e2 `' + ••'uy$4 r,� '+ .. �y r'Y[rtA II y ?+e ;. . .�; >. *ems y ✓ "�, ' .. ►71�t I. 1`r tt { Y, .. � � .64 ram �l liraY •, ' � ' i ` . �+S T ` a3.i� /•�-•, �1 c, S � `... s j {. r — DRAFT s • �+ 3� 5F� - a`: ft'^ • ^ " ,. ., I PRELIMINARY i L 4, +. O. A ,..41.- , ri „ ,>< aM �,_ w -� ' '" ?� 'iIr =14. 'A PLANS 4 _ Y , •.., _ +-p'�,'Ill y din r ' f _—_ _ \ 4_4-1'n' FOR REVIEW ONLY +sew-v,. - f m Tw - i� " Nairk r w ° G "T'14"' r k• ,T .lv- �Trir, + ii-'� d TI" � y + X .*0. tee.-.•.w V r.� ..-r...:......_.'. -rw�kw. .�...r"'' f'� 1 „,4,- ' z �E ,. <", J., t '+ - # t ENLARGED SITE LOCATION r,l y yy "�.�, -.# •��+ -yam t t' '�*` may;, �' t GRAPHIC SCALE IN FEET o _ /.✓ �fIL ;�._. 7' �'!1' *Atli- t, ,°,i wr• > ,J s 1 o t0 zo a0 °s ;d' F r Lam. ' v :,. P9 i -fi $ ." X.z1! rs.r NORTH Bi -.... .. _..- _ ./k. Jx �♦.. _ _.. Jt'. 2 OVERALL SITE LOCATION GE"IGNEO BY NMM F O N P0.W BY TANI C GRAPHIC SCALE IN FEET CHECKED BY_ RJc 0 3u0 I20 NORTH DTTE 1YNAZOd NIMILEY-MORN PROJECT NO. 06235005 SITE LOCATION SHEET NUARER C1-00 orzrvLy name XNFN ervm195]]sOLY Fule exnMrvCenrcrs\196EISR5_TO=CACOPUnsneets C JO EXIST NG W 5510x.Bag CI 00 sra LOCATIS De[z9,2021>Wem Cy.caiolme JeRoraa � DEMOLITIONJ�J(X LEGEND ICON X '`L . REMOVE FULL.OEPTHASPHALT PAVEMENT a X X lC HAIRCUT LINE L E I_1 SERVICE PANEL rO BE INSTALLED O p u I1 UGMPoST TO BE IN6TP11ED bU = •-' Y E goy rt N £ / /\�i^• \ \ m e EXISTING UTILITIES NOTE E H`I m 1 BB \� Ns j. EXISTING BUSHES TO REMAIN ITYP.) p0 / e \ CONTRACTOR SHALL VERIFY LOCATIONOF ALL EXISTING WIDNES AND NOTIFY ENGINEER IMEDMTELY T /Ir- / / B, 8/ ( OF ANY DISCREPANCIES MOOR CONFLICTS WITH EXISTING OR PROPOSED UTILITIES PRIOR TO M E ppL / / N, A % �V A Pmxs Iii S ✓ \ E EXIST G CUR SO REMAIN 9 • F • �. \ NOTESOE , Mi `� ffippp I// I • \1 I. CONTRACTOR TO PROVIDE A FM'CHAIN UN(FENCE AROUND CONSTRUCTION AREA. yA¢ 4 \\ Y. CONTRACTOR TO MATCH ALL EXISTING PAVEMENT ELEVATdb.ALL PROPOSED ISLAND TO NEC' 6 �// ', \ \ MOVE EXISTING PAVEMENT.NEW WCIRK TORE WILE%NTNN THE CONSTRUCTION AREA . / \ 3. CUE CALL NOT IFICATION SYSTEM.CALL BEFORE YOU LLGIII y / F \ 0. CONTRACTOR TO SAW CUT.REMOVE AND HALL OFF EXISTING ASPHALT AND.gt CONCRETE WITHIN B I • ;�� DEMO AREA. 0 So O I / �` \ A- I/ \ \ DEMOLITION NOTES —� ®®9) EXI3TIN PARKING STALLS TO BE REMOVED( TOT ) a • \\ 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION.REMOVAL,AND DISPOSAL ION A LOCATION 3 ,^ 8 \ APPROVED BY ALL(iTVERNING AUTMWTIE6bALLSTRUCTURES,PAWE WALLS,FWME$ i . • / V _._ ( / \_� \ FWIICATCN6,PAIMING,OPoVE6,I%tNNPGF 1RLICi1RE6,VT1 TIF6, 1C.,6UCH 1HA1 q ge 1 A \ IMPROVEMENTS 6NONN CN Tff PRCPOSEp RAN6CM'BE CONSTRUCTED ALL FACILITIES TO BE !!1 O • if/ REMOVEDBINLL BE LAICERCUTTOSURABIE MATERIAL ANDBflOUGM TO GRACf VATXSGTABIE VJ • r� \ COMPACTED FILL WTERML PER TIE SPECIFICATIONS.PRIOR TO DEMOLITIDN OCCURRING,ALL I•T �' EROHIWJ RACTWLOEVICESPRE TOBF INSTALIEO. • ., N I` Ir LI/ . 1HEIT NCONTRO Ia VICES RE TONNREWNNG ALLCEBRIB FRFO THESITE AM)DIBPoSINGTE 0�'\ I I` ��-- \�� DEERIS IN A LAWFUL VINTNER THE CONTRACTOR IS RE6PoNSIPoE FOR OBTAIMNG ALL PERMITSa •J\ REQUIRED FOR DEMOLITION AND DISPOSAL. • II I I I -�� \V 9 CONTRACTOR MUST PROTECT THE PU&1CATPll TIMES MATH FENCING.BARRICADES.ENCLOSURES. S ETC..NND OTHER gPP NCR RELOBEST MAGITATES AMAGEEXIAAS FACIU EO BY CALMING DIRTIER 4. SHJUACTOR SALANMOVRELOGTONRIALSI ESDAWGEEINACCORACIUTE6TO REMAIN,THE � l F- >3 ' I I- _ �\ CONTRACTOR SHALL PROVIDE IEYI MATERIALS/STRUCTURES IN ACCORDANCE AN AU OTIE CONTRACT f fJ ( DOCUMENTS.EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS PUN,ALL OTTER/ 1 W 11 ®,N / ppq \ CONSTRUCTION S SHALL SAW-C BE NEW, R I I /// I \ \,� 5. CONTRACTOR HIMLL MMRHAWLUT 6TRUCTI PAVEMENT N SANS,SLR IF ANY DAMAGE IS INC BRED IT IS /.0 (Y _ y 0.EQU18DA89pWN ON TIESE[DNSTRUCION PLANS,BUF FANI O'.WOE IS INCURRED dNANYOF `J Q // ,,{ff{{{ /, \� TIE SURROUNDING PAVEMENT,ETC.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL a PIO REPAIR. c fFY E/{ 6. MWGEttIALLE%ISnNGCdLtlTION5 TO REMAIN WILL BE REPLACED ATCONIRACTdNS EXPENSE IPT �' if F \I V.\ N. COADRETEIWFHALT.$iCK,ETC.CAN BE CRUSHED(ON SITE OR OFFSITEJ AND REUSED AS BASE v MATERIAL FOR FUTURE PAVING AND BUILDING AREAS AS LONG AS IT MEETS REDUIRED GRADATION I V> PER PUNS,CTRACTOW REQUIREMEINTS ANDNTACTH REPORT. �/ Z Z 8. IT I6 THE TS OR ORS REIPONiIBTUTY TO CONTACT THE VARIOUS UI:LITT cOMPANECYNICHMAY 3- HAVE WORK THE OR AERIAL UTILITIES INTHIN OR NEAR ME CONSTRUCTION AREA BEFORE COMMENCING 1 0 WORK THE CONTRACTOR SNAIL PROVIDE R HORS MINMW NOTICE TO ALL UDMTY COMPANIES J ,-- PRIOR TO BEGINNING CONSTRUCTION. ♦- EXISTING CONDITIONS PLAN S. CONTRACTOR SHALL REFERENCE THE LANDSCAPE PLAN FOR THE LOCATION OF THE TREES THAT ARE < l (J ALLOWED TO REMNNTO BE REMOVED ONCE ATREE REMOVAL PERMIT IS OBTAINEDBYTE !�-- Z • WNDUCTCR 10.NJ.NOINEEEXISTING)(TI TSAR TSNOIIINHE ME LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE _ ENGINEER AT THE TIME THE DRAWINGS WER.PREPARED AND HAVE NOT BEEN!INDEPENDENTLY /�/\ VERIFIED BY THE OWNER OR THE ENGINEER GUARANTEE IS NOV MADE THAT ALL EXISTING I— I.• Q UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ME ACCURATE. FINDING TIE ACTUAL LOCATION CERNY EXISTING UTILITIES IS THE CONTRACTORS RESPONSIBILITY W W AND SHALL BE DONE BEFORE FE COMMENCES ANY WORK IN THE VICINITY.FURTHERMORE.,THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FORAM AND ALL DAMAGE DUE TO THE i CONORICTCRR FAILURE TO EXACTLY LOCATE AND PRESERVE AM' DAMAGES ALL UNDERGROUND UTILITIES, THE OWNER OR ENGINEER NULL ASSUME NO LIABILITY FOR AM DAMAGES UTILITIES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE DATE, CF ES OR STRUCTURES, N NOR FOR TEMPORARY BRACING AND SHORING OF SAME,IF IT IS NECESSARY TO SNORE,BRACE, LL. J1' SWNT OR RELOCATE A URLITY,TIE UTILITY COMPANY OR IMPARTMENT AFFECTED SHALL BE < LL j COMACTEGBY TIE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO S USE FOR SUCH WORK. U ' `- \ It.T#TRACTICTOR SHALL HAVE AVAILABLE ATTIE.OB SITE ATALLTIMEBONE COPY OFTHE CONTRACTWCRSHAL HAVEEIONCOTTHEJOB Ir SITE COPIERTTANYPOTSIS g "•�1 CON6IAUCTONCIESEN.LE[EROSION CONTROLPMEDIAT DYBROUGHT TO TIE 3TNTION IR, AM OSCREPANGE EFO TE MMERCI59MLL BE IMMEDNTELT&Rd10M TO TIE AREMIONOF THE K t. - ARCTU£NOINEERBEPORECOMMENGNGNVRKNOFIELOtl1ANCE60RCEVIATSTHEENIDEEFGN DRAFT PRE TO BE VICE IMTHWTFR VES TO OVAL Cf TEONRIERMDHOTFICATIgYN lNEENGINEER. NORE NOT EPATIONINLLBEdVEN TO CHANGE ORDERS FORYMOHTIE CWTEROND ENGWEER KONT NOT OOMACTFONSIBL TORPR TRUCTONOi TFE AFFECTEDITEM. t '.' iS,COMRTALLOT6 NOF TRA RC FOR PREPAPo CESF IMPIEMEMING ATPAFFICCONTROPUN AND �$ TIE INaruuHAW000RU ONSTRAROL DEVICEa FORME SHITSI TDFE PRELIMINARY 5 _ 1O.SEE RD BDEMOE SAAVEENFuiCL�iY COORDINATED WITHHTTREE PRESElRVATION OF TIE aF ANY PLANS / %. IS,CONTRACTOR SHUN COMPLY TO THEFULLEST EXTENT VATHTEE LATFSTOHHP HTANJNdIH FOR k' BENCNNIONANXSRENGIING PRO R THESE S.CON OPERATIONS, RSNPLL USE SUPPORT SYSTEMS,SLOPING. BENCHNO.ETC.M1B0ECESSMYFORTHESEOPERATONS,ANGSHALL COMPLY MIIM ALL OSHA FOR REVIEW ONLY S EXISTING BUSHES TO BE REMOVED PETFORMANCECRTERA. EXISTING BUSHES TO BE REMOVED IS..DO NOT INTERRUPT EXISTING IDIIUTIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER I OR OTHERS DURING OCCUPIED FOURS EXCEPT WHEN SUCH INTERRUPTIONS FIVE BEENAUMO EED IN WRITING BY THE OWNER AND THE LOCAL MLN CIPAUTES.INTERRUPTIONS SHALL ONLY OCCUR BEGIN CURB REMOVAL `` , AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED- BY // / / / y IT ANY RECYCLED MATERIAL TO BE STOCKPILED ON THE SITE SHALL BE STORED IN AS SMALL AN AREA eAS PRACTICAL AND THE LOCATION OF ANY STOCKPILE SHALL BE WELL CLEAR OF'ME BUILDING PAD y EXISTING BUSHES TO REMAIN(TYP.) `j • • \ AREA AN THE LOCATION MUST DE PRE-APPROVED BY THE ENGINEER AND OWNER PRIOR TO IA 'TL` ` 0 B STQCIwmNG_ �¢ LIGHT POST TO BE INSTALLED •e�.,B 000 1e.CONTRACTOR TO PULL ALL TREE REMOVAL PERMITS FOR ANY REQUIRED TREE REMOVAL p P•�•y�.� 19.CUAMITIES SHOWN FERE IRE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE ONLY AND NOT ® / / III' R I FOR MD PURPOSES,CONTRACTOR SHALL VERIFY QUANTITIES NECESSARY TO CEAO FAODTES Eti O EXIST�GCURB OREM/N y4$ ')j'7 ` \ 6HOIN. J.YYY t ll , „ its/ SERVICE PANEL TO BE INSTALLED DISCLAIMER , \, THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A OS CURRENT LAND SURVEY.ALL PROPERTY LINES,EASEMENTS, a END CURB REMOVAL O (P� P✓ SETBACKS,EXISTING INFRASTRUCTURE AND TITLE DOCUMENTS SHALL -y EXISTING PARKING STALLS TO BE REMOVUCI TOUt) BE VERIFIED PRIOR TO START OF CONSTRUCTION.KIMLEY-HORN AND 1 - r f66 A � ELITE BANKING CENTERS DO NOT GUARANTEE THE ACCURACY OF SAID DI • 9 PROPERTY MINES,ANDEASEMENTS,SETBACKS,EXISTING I If e p -\ \\ INFRASTRUCTURE AND TITLE DOCUMENTS. fI/ 1r CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS f - / LA 1 • AND IS TO ALERT THE ENGINEER AND ELITE BNWI(ING CENTERS OF ANY [/• (/( 1 DISCREPANCIES PRIOR TO STARLING CONSTRUCTION.CONTRACTOR 3 �� .I/ / E �J!(/ \{p[!\V- � TO COORDINATE WITH ELITE BANKING CENTERS PM FOR ALL FINAL $ / I • j F / { \• ��`'J �� ® PACRNRE. gan mN- m//// A' ( !6ESGNEDY` : - ' - #` /({/ 4/1/ SEE DEMOLITION NOTES, GIEOIESBO: RUG -,� _ • Know what's below. SHEET CO-01. • \ CUTE: 16AY[@I Call before you dig. GMLEY.HORN PROJECT NA, / n EXISTING CONDITIONS i1Y 8 DEMOLITION PLAN DEMOLITION PLAN IDRAP0 SCALE IN FEETA SHEET NUMBER C1-20 Cawing name'RYYDENCMRITEXWOU_FIN BangConHIEII9SXJSOJE_TRNQICFDUwknSneM'CTID DEMOLITION PLAN Mry CT-IS EXISTING CONDITIONS E.DEMOLITION PLAN Dec29,2021 TOOTH by C.VBIeYUorAe / c j CONTRACTOR TO ADD 6'CURB RAMP IS REQUIRED JM MEET SS CURB NOTE(IF REQUIRED SEE SLOPES OF MAXIMUM RUNNING CROSS L OTHER NOTE)SHALL BE 6'LONG AND S%MAXIMUM RUNNING r.. WITH 8.9%MAXIMUM RUNNING 0 H E SLOPE AND 2%CROSS SLOPE m E �1Y ' 2 :ctiEa I :' XI EMM P r / S ://4 y3 • 5 i PROPOSED LIGHT POLE O U E �j� PROPOSED BOLLARDS QYP.) L J c PROPOSED ATM(1) I $ GO"TURNING RADIUS ❑ / ° moo LJJ §¢R L • EXISTING PARKING STALLS(TYP)of I r Q / / PROPOSED ACCESS AISLE STRIPING 'H W Ce a E / V a Q EXISTING TREES(TYP.) { _ _ } LIMITS OF PROPOSED CONCRETE (= P Y z e / - '" J O ./ / 411111t-1 PROPOSED ADA PARKING T �f (OW / I < I tn �' m �i (D l W J 9 / �'3+� EXISTING PARKING ISLAND(TVP_) < U- 8 II 1 I. DRAFT /g I PRELIMINARY F I PLANS `� FOR REVIEW ONLY • t / I / 4 NOTES I 1 STR(PING ON ALL CURBS,PAVEMENT.AND TRAFFIC ARROWS SHALL BE PAINTED WHITE. Y 2. LETTERING"ENTER"AND"EXIT'SHALL BE PAINTED WHITE. N 3. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE PATTERNS. y 4. CONTRACTOR SHALL ENSURER SMOOTH TRANSITION TO EXISTING GRADES. 0 I o tt iPROJECT NOTES g 1. THIS LOCATION USES PARKING SPACES iDHEIBE�DRAWINRGS WERE PRODUCED WITHOUT THE BENEFIT OF A f 2. ENTIRE ASPHALT WILL BE REMOVED AND REPLACED WITH CONCRETE 3 4. BOLLARD POLE COLUMNS D. ALEE FINISHED 9MDOTH. CURRENT LAND SURVEY.ALL PROPERTY LINES.EASEMENTS. 4. BOLLARD MU.SURFACE PAINTED,HAVE SHALLOW DOME CAP,ANO SIT 56"ABOVE BET6ACKEEP D IOIR T TO START OFCT OF ONSRUCTI N DOCUMHOR*SHALL N MAD $ COLOREDSILBEFI BE FUTE BANKING CENTERS DO NOT GUARANTEE ACCURACY OF SAID 5_ BOLLARDS WILL BE FILLED WITH CONCRETE,EXCEPT BOLLARDS A e e NOTED INS n n • n m« m N N BOLLARD LA DETAIL PROINFRASTRUCINES,TURE EASAND TITLE DOCUMENTS EXISTING DESIGNED BY. NMM S 6. LATM IGHT ACTIVATION MINIMUM HT"THICK ARDS ALLOW AND DRILLED WILL BE POINTS.RFO INFRASTRUCTURE ANDTITIE DOCUMENTS. TM g Y. SIIGLE FORPHOTOCEP PLACED ON METERDSANECSTRUC URE BE PERFORMED BY °PAWN J3 EACHLGHTTOLELLLL RECEIVE IV METERE & CATED DRY ON. ANCOD IS T ALERT IS THE ENGINEEFORVERIFYINGALLFICEN OF NY CHECKED BY RJ3 G. ATCHE HE ATM PIT FOR FUTURE TURE A 6 DEDICATED DRY CONDUIT TERMINATING AND TOPRIOR IOETOISTAR ANDLNG COINS CENTERSN OF ANY AT PIT WILL PUFORE ONE 2" CATEGORYDEDICATED CABLE. DISCREPANCIESOORDI WITH TO BANKING CONSTRUCTION NRSPMFR ALL FINAL DATE TN. Fair I 6. ATM PIT WILL RECEIVE ONE T'DEOICATEOIXiV CONDUIT TERMINATE AT METERS TO OF INIFUTEINFRASTRUCTURECTURING CENTERS PM FOR ALL FINAL NMLEYJ1R36636 ONO. PANELPI FRE COMMUNICATION OPBLING IBR9931s 10. ATM PIT RECEIVES 2CR MATS 180 AMP FOR ATM 820 AMP FOR ANCILLARY DEVICES). / \ SITE LAYOUT PLAN GRAPHIC SCALE IN FEET j0 25 ¢ II NORTH SHEET NUMBER C2-00 Drawing name:WIDEN CMSISD35000_FIE Saa cmMa11562'.SLS_Tpa1MADOEEnSlmem202110 SITE LAYOUT.OVERALL.MO C2.W SITE LAYOUT PLAN Dee 20,25211SOBm Cy.CnW*Jaffa* , ift / � r .. c) . , O c 1 E§ 2 PROPOSED SIDEWALK TO TIE QQ EXISTINNIG UTILITIES BOX(TYP.) SI - INTOPROPOSEDCONCRETE. //''�� EXISTING TRAFFIC LIGHT(TYP.) TI /� ^ `73 s. REMOVE PORTION OF CURB, 4 _} I./ I: g 7 / G q H r ,...... s,..,z '-: 7 / i C--. €J / EXISTING FLOW PATTERN TO REMAIN G G ■— G/PROPOSED LIGHT POLE41N1, • / I'G...14. ,.,,,,,____..., / 0 el EEXISTING FLOW PATTERN TO REMAIN • • — E • g' SPINOUT EXISTING ASPHALT AND H` . ` O EXISTING CURB TO REMAIN_ PROPOSED LIMITS OF CONCRETE ) CONTRACTOR TO CONNECT EXISTING PARKING STALLS(TYP) 7 Q O PROPOSED CONCRETE TO A W K EXISTING CURB PER DETAIL / ® f' \ C H i // . HZI= qlerit ^� Q W w I • ce • � i4141111111111: :4 s (> a Y z• z % Q o t Z � m !, H a �) EXISTING PARKING ISLAND(TYP.) ,F. e /V/ E. 4 J IL / EXISTING TREES(rvP.) .TT f H e PROPOSED BOULDERS j E I / /41 1 /�� EXISTING BUBHEB TO BE V REMOVED(TYP.) DRAFT PRELIMINARY l sa " PLANS FOR REVIEW ONLY • i / ra W / A Z i(NOTES LEGEND I1. STRIPING ON ALL CURBS.PAVEMENT,AND TRAFFIC ARROWS SHALL BE PAINTED WHITE. g ]. LETTERING'ENTER.AND'E%IP SHALL BE PRINTED WHITE. i ]. CONTRACTOR SHALL MAINTAIN EXISTFG DRAINAGE PATTERNS / LOCAM?VCf PROPOSED PIERS E• 4. CONTRACTOR SHALL ENSURE A SMOOTH TRANSITION TO EXISTING GRADES, n S. •SAW CUT ONE Z b GRADING NOTES g 1. DISTURBED AREAS LEFT IDLE FOR FIVE DAYS.AND MOT TO FINAL GRAM£,WILL BE ESTA&IOHED TO FLOW ARROW ) TEMPORARY VEGETATION MARCH.TEMPORARY VEGETATION OR PERMANENT VEGETATON SHALL BE W ▪ COMPLETED ON ALL EXPOSED AREAS WITHIN IODATE AFTER DISTURBANCE.ALL AREAS TO FINAL a4 GRADE WLL BE ESTABUNHED TO PERMANENT VEGETATON UPON COMPLETION. 0 ]. VIBES HAND PLANTING,MUCH(HAY OR STRAIN 5101LD BE UNIFORMLY SPREAD OVER SEEDED AREA DISCLAIMER WITHIN HOURS CF SEEDING.IF UNABLE TOACCCMPIAOH,MULCH SHALL BE USEDAS A TEMPORARY • COVER CONCENTRATED FLOW AREAS ME ALL SLOPES STEEPER THAN 25:1 AND WITH AHEGHT OF THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A p TEN PEET OR GREATER[COES NOT APPLY TO RETAINING WALLS).AND CUTS AND FILLS WITHIN CURRENTAWINGS ERE PRODUCED WITHOET THE EASEMENTS, s BUFFERS,SHALLFSEDIMENT E FROM SIIESHN0APPR OPRIATE VENTED YOMRISTALATI OR ON BLANKETS.O SETBACKS,EXISTING INFRASTRUCTURE AND TITLE DOCUMENTS SHALL • 3. AN ESCAPEDIM T CONTROL MEASURES ES IM CLffRRRV TO,OR THE CURRWTATH, EROSION m a n n n m S AND SEDIMENT CONTEE MEAsuRES AIM PRACTICES PRIOR To,CA CONCURRENT WTH, BE VERIFIED PRIOR TO START CONSTRUCTION.KIMLEYJIO NAN m $ AEE ALL L DISTURBED EDARnss. FLRE BANKING CENTERS DO NOT GUARANTEE THE ACCURACY OF SAID 2- m n tl 4 TIEDONRSCTOR SAL DETERMINE ET RM9E THE NOTEDLOCATION OF AL EXISTING UTILITIES E 5. TECOMPoGTORNHA D AGERSITOME EXACTLIBJDFOR OAIAD ALL EAMAGEEWBCHUI INFPRRASTRUCTURE ANDEAS TITLE DNTS,CSETBACKS, DESIGNED BY: NUB . RESULT FROM THECONTACTOR'TOBERETOEXACLYLOATE AND PRESERVE ANY UNDERGROUND AND TITLE DOCUMENTS. 8 RESULT FROMTE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY UNDE�POIWD IMAM BY'. RAJ ▪ uINnes TO REMAIN TIE COFLICTSOR IS METING ENGINEERMMEAATFLT OF RV CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS OHEOREO Se: RIG E MOCKPILOTopNCIES NWIXR PILL MATRIALIS WITH IBETEAT DSOEDMOMENPRIM-OR OFO WWCEOUNG. 6. CONTAMINAE SURROUNDING AREAS O IEVIR NEARBEDSCTE MOMENT PILELOCAT S NOT DISRND IS PAACIES RIOETO STAR AND FLEE RUC DISCREPANCIES PRIOR TO STARTING CONSTRUCTION.CONTRACTOR DATE: ta.Ovzgxt ANKING CENTERS OF ANY CONTAMINATE WITH THEENGINEE PRIORTERMARGYEATIAMS.STOCK LOCATORS CONTROL TO COORDINATE WITH ELITE BANKING CENTERS PM FOR ALL FINAL GMLET+ONN PROJECT NO. COORINATEOILATHTNS ENGINEER PMORTOOPALNG ACTMTNE9.EROSION66EOBEMT;(WTROL PRACTICE T Su BE INSTALLED BD PRIOR TO BEGINNING STOCKPILE GRADING RAT. PLACEMENTS OF INFRASTRUCTURE. 19623500E ]. CONSTRUCT MEET BAALL DISTURBED BEFORE EASIAS 000 NA FOSEELEAFTER FINAL B. MULCHANDSEEDAEL DIGTIR(GREATERA650J)SHALL91BIEAFTOTHEWIHIN 7 DAYS COMPLETED(WITHIN 16 DAYS OF ACHIEVED FINAL GRADES)UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL TARE WHATEVER MEANS NECESSARY TO EGTABUSH PERMANENT SOIL PIER,PAINTING& GRACING STABILIZATION.STEEP SLOPES(GREATER THAN 8:1)SHALL BE STANLI2EO WITHIN]WYSOF FINAL STRIPING PLAN GROVES (10 a. VEHICLETEXITOMRTCOMTCLCTIONEA THE ROAD MERE FREE FEET DIRT SEXIT THE CONSTRUCTION AREA MAINTAIN WBLICROPAVAYSFREE OFIPACKEOMUD AND GRAPHIC CA N O0.T. G 2'5 5 ID 9HEETNLMBER 1G DO NOT DISTURB VEGETATION OR REMOVE TREES EXCEPT WHEN NECESSARY FOR GRADING IO PURPOSE C2-1 0 Dewing name'.IR:V]EH C EIREINE¢OjAa Banking Canto I.I196]SSWE TUa1ACAO5cAl5MMIC2L0 SITE LAYOUT OVERALLOx9 02 1G PIER PAINING 6 STRIPING PLAN Dec29 2021]sxm Ey:CerAlre Alla* 24'-6" L M / p mt. 1 —0 1 —0 �i "E s r-) o a 1'-6"1'-2" I 3' 4"\ 2'7.11" 3' 3 7/8" 1'_6" € NOTES: _ I� N E _ C \ \ EO CUE F H o E A: FILL CONCRETE TO D ___ CONCRETE DOME �� - 6" BELOW ISLAND �\ %❑) ♦ B • • B \/ N AT SAFETY BOLLARDS fl SURFACE. o o `' \ • ® • \/ SMOOTH FINISH BOLLARDS a� a 1 1 SHALLOW DOME a``amm'' B: FILL CONCRETE TOin \ ' * A A '� 25" ABOVE ISLAND O `\ \ I SURFACE. - \ •• • •• •• s _ \ \ L\ - — �� `O\ SCHEDULE 40 NEW'''''` - ms B Z E PIPE:FILL WITH E 3' 3" 4' 6 3/4" 2' 8 7/8 1 6 CONCRETE - J PRIME AND PAINT -II METAL GRAY - 4 3/4" 7 1/2" SHERWIN-WILLIAMS o " K TNT/EXT IND MAINT PART 1 \ O A 7 BOLLARD LAYOUT PLAN DIRECT TO METAL ALKYD Q o SEMI-GLOSS BYHAND LU K aA3.0 scam N.T.S. — \ c I- c CUSTOM ATCHSHEMETAL GRAY COLOR MATCH e j Z 1— 1_I=1 I I- , 111 I ? < W w a B1AC BLACORANT -Z 32 -4 128 I I _ d t' 1'-6"1'-2" 10'-4 3/4" 8'-4 3 4' _ / / / / / / 3'-1" / -MAROON - - 1 - \ E Z m Y3-DEEP GOLD 2 - )II Y _ z ONE GALLON PURE WHITE - •— -III- �\ Q `1 / �I- I I-1�1=I C I n' / • \ B55W00101 136D007 - u Z 6" CURB \\\ Q • W/ CONCRETE \rjill.11) 12"ISLAND INFILL • • • • 1 _ / /12" MIN m v=i 3,500 PSI CONC W/ �4 BARS I") rRerereRre:uMB>n:xear;Pee.PNc 1— a a ®16" OCEW - •\ • •• in UJ LLB /=�g. �\ 1 8 BOLLARD DETAIL 0�/ I— �� • O • �' \ A3.O SCALE: N.T.S. Et J �\ jLL I ON DRAFT „ ® ATM LAYOUT PLAN Tr) PRELIMINARY A N g"\ 6'_1O 7/8" SCALE: N.T.S. PLANS t NOTES FOR REVIEW ONLY I _ PER ATM MANUFACTURER DETAILS. 1 iQ ATM TO BOLT DOWN TO 12" CONCRETE m F "B E B B' 1EP TRANSITION CURB y PROP.PAVEMENT MST. NPAVEMENT _ 1 x• �\ B• OTNERMSE SHOBNE" E 3.1) iq BAR Z 8 JOINT SEAL 11 x' 1 1/a'0 1 "' 1 1 t 1/q 1/1'SAW CUT t5 g �� m 1'R •Q'� wRia¢ �,C%Hr SEAL BATON E%IsnNS ELEVATION _ L CU ® p I 6„ 5, 6m — 6„ m Ate. wnrAG_ > B C _ BASE eesE .r uATERIu _ ¢ . .r.nr o, e•n .ioa a.io. v rrr `�{•'. BBASE : d1 DEFORMED BARS ET- P■ € Q © 10'LAPS I E i NOTE: im m m m .- m SOL SHALL BE COMPACTED µ CEF B C BARS 4'-6°LONG, E O.I Z' BI m QI RfINFORdNG CENTERED N PROPOSED PAVEMENT,}^CLEAR AT EDGES. IN ACCORDANCE R H SPEC— AGED B'FC TO E%TEND CONG.CURB \ DEMISED BY. -- O SAW—CUR h REMOVE 1'EXISTING PAVEMENT OR PAVEMENTTAMCURB. IfICATOiS PRIOR TO FURTHER 21'INTO BASE ROADWAY CONSTRUCBON. MAMMY: — E%POS'AND CLEAN EXISTING 16JNFTITQNS O1 NEADER REQUIRED FOR ALL CONCRETE TO ASPHALT AREAS. /4 BAR T CHECKED BY: — 03 2a'BAR—lAP ORWELD.IF DIRECTED. 1—I/x• 11 SAUCE / CONCRETE TO CONCRETE MONOLITHIC CONCRETE SAW—CUT CONTRACTION CONCRETE TO ASPHALT EDGE OF PANNG DATE 10/062021 KIMLEYNJRN PROJECT MO. 5 STANDARD PAVEMENT TIE—IN 0 CURB & GUTTER DETAIL ® JOINT DETAIL 2 STANDARD PAVING HEADER 1 TYPICAL CURB TRANSITION 1B8"5035 A3.0 SCALE: N.T.S. (SEE NOTES) A3. SCALE: N.T.S. SCALE: NT.S. SCALE: N.T.S. SCALE: N.T.S. A3.0 A3.D ATM&BOLLARD PLAN SHEET NUMBER C2-20 Drawing mmx KIDEN_SMSI90TSRES_F Se Bea*,Ce*eUI1T23EDTE—TlyrdCADDvmensmemoNmG ATMS 81LARD R.050W CbAATM A BOLLA.]PLAN Dec 29.20317,0em by Ce,Im.Jefo,Es TYPE 1 MINOR rs MODIFICATIONR D i n E , A , • V , 0 0 R . A O_EY i- 0 ^ g A » T 0 \ 0 = ATIV WALK — P \ = XISTI \ G ARG T DAR < I \ G LOT aw l =„°9009 SW — AL BLVDaB =3 T GARD OR , s E Z s r, 0Lrd3I2 O U ;�� f---- -'' LED Parking lot Light I 150W/300W a PROPOSED LIGHT FXNRE I - (7 `7.8 13.3 L3.8 f— Z � 12.5 14.7 0 150W 3oow < W W 10.6 x ? a 0 a 19-1 7 p 3> >Features; _ CD o x .4 ki3.8 PROPOSE;ATN LOCATION - ..- f 1 2'S �13.8 1 ` tO Power Facioc20.95 .LEO Chip:Philips -CRI:Ra270 j Z Z '10.1 .. `12.8 I -130kNw -Total Harmonic Distorlio:10.17% -Warranty:5 Years J Y O 2 ].9 Y, 3 6.4 `10.6 11 O • -Material.Aluminum alloy+PC optics -Standard color:dark bronze -Working Temperature-40°F-122°F < Z (3 �' '.3 0 90 .� o I I i -Lirespan'>54000 fours(@TG178°F) -PLQ785-W300 BUG reang 820002 m m �6.5 .8 2 8 °6.1 = OrderingInformation w a Wn W i Model Wattage CCT Lumens Type Voltage Driver V I- 5 12-YR-PLD565-W150-22K 150W 2200K 14,0001m Type III 100-277V SOSEN Ce J f 12-YR-PL0565-W150 150W 5000K 19,5001m Type III 100-277V SOSEN < tL E a 12-YR-PLQ785-W300 300W 5000K 39,0001m Type IS 100-277V SOSEN 1 I� 4 , 1 12-YR-PL0565-W150-B 150W 5000K 19,5001m Type Ill 347-480V Meenwes 12-YR-PLQ785-W300-B 300W 5000K 39,0001m Type III 347-480V Meanweli a Application:Pnldn9 lots,plaza kgM1BnB shopping mall,garden,roadway see B area lighting and Benerat lighting applications. 4 n Dimension >Photometrics O ELECTRICAL SITE PLAN °°R2.„SE SCALE5 IN FEET ` A alli , g SCALE: 1" = 5' ,/ ,. S 'm 11 LIGHTING LEGEND l L f i L� N� • I r -YSYMBOL TYPE MODEL NUMBER MOUNTING HEIGHT WATTAGE LUMENS DISTRIBUTION TYPE MOUNTING TYPE COLOR TEMPERATURE DESCRIPTION = PARKING LIGHTS 12R-PL07E5-W300 20' 303.5W 36,720 TYPE III POLE MOUNTED 5000K SINGLE Wattage A B - ,°®.r,,.... a z s . 150W 14.8 inch 25.8 inch -. ` '0 e DESIGN CRITERIA CALCULATION SUMMARY 300W 14.8 Inch 31 inch ,, A ATM SITE ATM SITE 4L ET�L/`/ g ILLUMINANCE(Fc) ILLUMINANCE(Fe) �'c ��R N � p ry ^ - n m' e MINIMUM=Lp MIN AVG.=2.0 MINIMUM=6A AVG.a 10.63 •am:<=.•..�m�...eq......n w . o 0E8101E0 BY: MT MOANBY: MT • CHECKED BY: MAC O FIXTURE CUT SHEET �� PROJECT ' awEv.n 662 5005 no. t•pasoos SCALE: N.T.S. PHOTOMETRIC PLAN SHEET NYMBER PH1.0 DM.,name'.WHK_NIEPN.e ATIARN23S0E-'Nerd.5554ENIZSMtIN-PHOrWETRICSNq LeWwN Jan n.Mb HMpra by:MjM.Tmuc