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Home My WebLink AboutPlans Applicant 8/14/2023R C B 4 m VA CHICKiiiiiiiiiiiiiiFlLiiiiiiiiiiiA GATEWAY &RANDY PAPE II, „ F+ PROJECT d AREA Cra caw Ave CostcWholesaleQ [HeartMedical aceHealth cred enter a Safeway � r{ mg Rd \ ca - VICINITY MAP SCALE: NTS N PROJECT DESCRIPTION BASIS OF BEARING THE DEVELOPMENT WILL INCLUDE THE CONSTRUCTION OF A SINGLE -STORY COMMERCIAL RESTAURANT BUILDING WITH FOOTPRINT OF 4,897 SF, A CONCRETE -PAVED DRIVE-THRU, AN ASPHALT -PAVED PARKING LOT, UNDERGROUND UTILITIES INCLUDING WATER, SANITARY SEWER, ELECTRIC, GAS AND COMMUNICATIONS, AND STORMWATER TREATMENT FACILITIES CONSISTING OF WATER QUALITY LIDAS. THIS PHASE WILL ALSO INCLUDE CONSTRUCTING TWO ACCESS POINTS AND ASSOCIATED DRIVEWAYS LOCATED ON THE EAST (ALONG GATEWAY) AND WEST (ADJACENT TO THE WESTERN PROPERTY). FUTURE PHASES TO THE WEST AND SOUTH OF THE SITE WILL BE UNDER A SEPARATE PERMIT. SITE LOCATION THIS PROJECT SITE IS LOCATED ON THE SE CORNER OF RANDY PAPE BELTLINE AND GATEWAY STREET IN SPRINGFIELD OREGON. THE SITE HOLDS THE ADDRESS OF 3358 GATEWAY STREET IN SPRINGFIELD, OREGON 97477.THE PROJECT SITE IS LOCATED ON TAX MAP 1703222 AND INCLUDES TAX LOT NUMBERS DD1600 AND 001 3D EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140-209.155 AI PROJECT TEAM DEVELOPER OREGON SOUTH STATE PLANE COORDINATE SYSTEM HAD 83 (2011) BASED ON GPS OBSERVATIONS. DISTANCES SHOWN HEREON ARE GROUND DISTANCES, INTERNATIONAL FEET, SCALED ABOUT A CENTRAL CONTROL POINT DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDW) BASED ON NATIONAL GEODETIC SURVEY ONLINE POSITIONING SERVICE OPUS STATIC OBSERVATIONS. CHICK-FIL-A ATTN: STEVE SCHWARTZ 15635 ALTON PARKWAY, SUITE 350 IRVINE, CALIFORNIA 92618 PHONE: (404) 305-4407 STEVE.SCHWARTZ@CFACORP.COM 4 ARCHITECT WARE MALCOMB ATTN: NONY RIVERA 3015 112TH AVE NE #205 BELLEVUE, WA 98004 PHONE: (425) 582-5517 NRI VERA@WAREMALCOMB.COM 3350 GATEWAY STREET, SPRINGFIELD, OREGON 97477 LAND USE CASE #811-23-600071-TYP2 CONSTRUCTION DOCUMENTS CIVIL ENGINEER DOWL ATTN: MIKE TOWLE, PE 720 SW WASHINGTON AVE, SUITE 750 PORTLAND, OREGON 97205 PHONE: (971) 280-8645 MTOWLE@DOWL.COM 3 SITE MAP SCALE: NTS N GEOTECHNICAL ENGINEER TERRACON CONSULTANTS ATTN: KRISTOPHERT. HAUCK, PE 700 NE 55TH AVE PORTLAND, OREGON 97213 PHONE: (503) 742-7181 KRI STOPHER. HAUCK@TERRACON. COM E SURVEY S&F LAND SERVICES ATTN: CHRIS SHERBY, PLS 4858 SW SCHOLLS FERRY RD, STEW PORTLAND, OREGON 97225 PHONE: (503) 345-0328 JERED.MCGRATH@SFLANDS.COM 1 SHEET LIST TABLE SHEET NUMBER SHEET TITLE CO.0 COVER SHEET Co.1 GENERALNOTES C1.0 EX. COND. & ESCP C2.0 SITE PLAN C2.1 DIMENSION PLAN C2.2 DRIVE-THRU PLAN C3.0 GRADING PLAN C3.1 GRADING DETAILS C4.0 STORM PLAN C5.0 UTILITY PLAN C5.1 FIRE SAFETY PLAN C6.0 SITE DETAILS 1 C6.1 SITE DETAILS 2 C6.2 SITE DETAILS 3 C6.3 STORM DETAILS 1 C6.4 STORM DETAILS 2 C6.5 STORM & SANITARY DETAILS C6.6 STORM & SANITARY DETAILS 2 11.0 LANDSCAPE PLAN 11.1 STORMWATER LEGENDS, NOTES & DETAILS 11.5 PLANTING DETAILS & NOTES 11.6 TREE & PLANT PROTECTION SPECIFICATIONS 11.7 PLANTING SOIL SPECIFICATIONS 11.8 TURF & GRASSES SPECIFICATIONS 11.9 PLANTING SPECIFICATIONS 12.0 IRRIGATION PLAN 12.5 IRRIGATION DETAILS & NOTES 12.6 IRRIGATION DETAILS 12.7 IRRIGATION SPECIFICATIONS OREGON UTILITY NOTIFICATION CENTER 1-800-332-2344 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 E o00� 0 0 000 Doo 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 R 40'6OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT M 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS CO DATE A H JUNE 2023 Z DRAWN BY JUG LU MamalmcWarc mNbd�ln8l dalafilesproticcNfmabw -n pmjW (') m YndberePo inamm-tM Oexprcs: wmmor..ma �m:<mi ran auCnlaed pmFd rtprcsaYa4ves. SHEET 0 COVER SHEET F- C) U � SHEET NUMBER CO CO.O O - U C! m K 1 4 1 3 1 2 1 1 E o00� 0 0 o v 0 o� o I/I o Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 C B 40'6DOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 W a Z a a 1 J 06z LL o �W ' < q LLJ L- W LL ~ z U VIL FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION GENERAL CONSTRUCTION NOTES GRADING AND EROSION CONTROL CONSTRUCTION NOTES STORM DRAINAGE CONSTRUCTION NOTES 1. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING CONSTRUCTION. A CITY OF 1. ALL GRADING AND EROSION CONTROL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE UNIFORM PLUMBING CODE, JUNE 2023 Z SPRINGFIELD BUSINESS LICENSE IS REQUIRED. APPLICABLE REQUIREMENTS OF OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY LU m .iaaewai,eaaamsm�iaai dal8 files pmtic_N fm abwenmeiprgW (') mY^y be rcproLxiinanY mvrrl WlFaY Oezprcss m;uema,Venaiememiem AND THE APPLICABLE REQUIREMENTS OF OREGON DEPARTMENT OF ENVIRONMENTAL QUALITYAND THE CITY OF SPRINGFIELD ENGINEERING DESIGN a„no<irca prcKa rcprcs W a4ves. SHEET z0 GENERAL OF SPRINGFIELD ENGINEERING DESIGN STANDARDS FOR PUBLIC IMPROVEMENTS. NOTES F_ U STANDARDS FOR PUBLIC IMPROVEMENTS. SHEET NUMBER 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND o C0.1 - U ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. THE LOCATIONS, DEPTH, AND 2. SLOPES TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, DESCRIPTION OF EXISTING UTILITIES SHOWN WERE COMPILED FROM AVAILABLE RECORDS AND/OR SURVEYS. THE ROUGHENED BY MEANS OF TRACK -WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SHALL BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE (1) FOOT BELOW THE SURFACE E ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. OFTHE GROUND. (EXCEPT IN AREAS WHERE DIP IS SPECIFIED). THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK AREA. OREGON LAW REQUIRES THAT THE RULES ADOPTED BY UNCOVERED, BREEZEWAYS, ROOFED PORTE-COACHERS, ROOFED PATIOS, CARPORTS, COVERED WALKS, COVERED DRIVEWAYS, AND SIMILAR STRUCTURES OR OREGON UTILITY NOTIFICATION CENTER BE FOLLOWED. THOSE RULES ARE SET FORTH IN OAR 952-001-0090. YOU MAY 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF APPURTENANCES. OBTAIN COPIES OF THE RULES BY CALLING THE CENTER OR ACCESSING VIA INTERNET AT PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIXAND APPLICATION RATE. WNNV.STATE.OR.US/GOVERNME.HTM CALL BEFORE YOU DIG - PORTLAND METRO AREA 503-246-6699. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS 3. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. PRIOR TO CONSTRUCTION. CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGED UTILITIES USING MATERIALS AND METHODS APPROVED BY THE UTILITY OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. q THE CONTRACTOR SHALL AT ALL TIMES ABIDE BYAPPLICABLE SAFETY RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND WRITTEN AGREEMENT WITH THE UTILITY PROVIDER. DURING "WET WEATHER" PERIODS (OCT 1ST -MAY 31ST), STOCKPILES SHALL BE COVERED WITH TRENCH PROTECTION OF WORKMEN. PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER 4. ALL WATERLINE CROSSINGS SHALL BE IN CONFORMANCE WITH OAR CHAPTER 333. THE CITY MAY REQUIRE MORE OF THE STOCKPILE. 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT STRINGENT STANDARDS. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER AND CITY OF SPRINGFIELD ENGINEERING STAFF GRADES. 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS, 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING A SATURDAY, SUNDAY, OR HOLIDAY. AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID -SLOPE SEDIMENT FENCES OR 6. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE BUILDING FOOTING. WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE 5. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES STUMPS BRUSH ROOTS TOPSOIL AND OTHER MATERIAL IN THE ADDITIONAL EROSION CONTROL MEASURES. 7. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ROADWAY AND WHERE INDICATED ON THE PLANS. MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEET ALL ONE -SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. APPLICABLE REGULATIONS. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, g INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE COMPRESSION JOINT NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE 6. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL TIMES. UPON COMPLETION OF OR OTHER APPROVED MEASURES. MANHOLE. NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, UNIFORM WATERWAY WITH CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT "REDLINE DRAWINGS" TO PROJECT ENGINEER FOR PREPARATION OF CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. OPEN -GRATE LIDS WILL NOT BE RECORD DRAWINGS. "REDLINE DRAWINGS" DOCUMENT ALL DEVIATIONS AND REVISIONS TO THE APPROVED PLANS; THEY 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND ALLOWED ON ANY MANHOLE. ALSO RECORD A DESCRIPTION OF CONSTRUCTION MATERIALS ACTUALLY USED (PIPE MATERIAL, ETC.). FROM THE MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT INFORMATION CONTAINED FROM THESE REDLINE DRAWINGS, AS WELL AS ANY NOTES RECORDED BY THE PROJECT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAYBE BE REQUIRED TO INSURE ENGINEER, THE PROJECT ENGINEER SHALL PREPARE AND SUBMIT RECORD DRAWINGS (ON 4 MIL MYLAR). RECORD THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. DRAWINGS ARE REQUIRED FOR ANY PUBLIC IMPROVEMENTS, AS WELL AS FOR ANY (PUBLIC OR PRIVATE) STORM WATER SANITARY SEWER CONSTRUCTION NOTES QUANTITY OR QUALITY CONTROL FACILITY. CITY ACCEPTANCE OF ANY PUBLIC IMPROVEMENTS ARE TIED TO THE 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF D SUBMITTAL OF THESE RECORD DRAWINGS. CAD GENERATED PLANS SHALL ALSO HAVE ELECTRONIC RECORD DRAWINGS APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE 1. SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY, CITY OF SPRINGFIELD SUBMITTED TO THE CITY IN COMPLIANCE WITH THE DIGITAL MAPPING REQUIREMENTS. CONTRACTOR SHALL ERECT AND REGULARLY INSPECTED AND MAINTAINED AS NEEDED. ENGINEERING DESIGN STANDARDS FOR PUBLIC IMPROVEMENTS, ODOT AND THE UNIFORM PLUMBING CODE. ALL SANITARY SEWER SERVICE LATERALS SHALL MAINTAIN TRAFFIC CONTROL PER THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI, CONSTRUCTION AND BE 4" PVC PIPE CONFORMING TO ASTM SPECIFICATION D3034 (SDR -35), UNLESS NOTED OTHERWISE. MAINTENANCE, AS ADOPTED AND MODIFIED BY ODOT. SHOULD WORK BE IN AN EXISTING PUBLIC RIGHT OF WAY THAT ARE 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER -TIGHT OPEN TO TRAFFIC, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE APPROPRIATE CITY, COUNTY, TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT -LADEN WATER. 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, STATE, AND PORT PERSONNEL FOR APPROVAL. APPROVALS SHALL BE OBTAINED PRIOR TO START OF WORK. THE SHALL BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF ANY BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE (1) FOOT BELOW THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT SURFACE OF THE GROUND. THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED AND SPECIFICATIONS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET THE INTENT OF THE PROJECT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE PORTE-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS AND DRIVEWAYS, AND SIMILAR STRUCTURES OR APPURTENANCES. LATERALS SHALL BE CONTRACT DOCUMENTS, APPLICABLE AGENCY REQUIREMENTS AND OTHER WORK AS NECESSARY TO PROVIDE A WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, INSTALLED AT A MIN. 2% SLOPE UNLESS NOTED ON THE PLANS COMPLETE PROJECT. SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT 3. HYDROSTATIC AND AIR TESTING OF SANITARY LINES AND MANHOLES SHALL BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM 7. THERE SHALL BE NO ALTERATION OR VARIANCE FROM THE APPROVED PLANS. THE MINIMUM SUBMITTAL REQUIREMENTS REACHES 50% OF THE CAPACITY. PLUMBING CODE, OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY, AND CITY OF SPRINGFIELD STANDARDS. ALL NECESSARYTESTS SHALL BE FOR PLAN REVISIONS AREAS FOLLOWS; PLAN REVISIONS SHALL BE SUBMITTED ON AN 81/2"X 11" SHEET (MINIMUM), PLAN PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE ENGINEER. REVISION SHALL BE WET STAMPED AND SIGNED BY PROJECT ENGINEER, ANY REQUIRED ENGINEERING CALCULATIONS, OR OTHER AGENCY APPROVALS, SHALL BE INCLUDED WITH THE SUBMITTAL REVISION. UPON APPROVAL OF THE SUBMITTED 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 4. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION REVISIONS, THE CITY ENGINEER SHALL AFFIX AN APPROVED STAMP TO THE REVISED PLAN SKETCH AND THE PLAN SHALL OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 BE RETURNED TO THE PROJECT ENGINEER. ITIS THE RESPONSIBILITY OF THE PROJECT ENGINEER TO DISTRIBUTE THE 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER HOURS PRIOR TO CONSTRUCTION. APPROVED PLAN REVISION TO ALL PARTIES TO WHOM THE ORIGINAL APPROVED PLANS WERE ISSUED. ALL APPROVED SYSTEM. REVISION SHALL BE AFFIXED TO THE CONSTRUCTION FIELD PRINTS (ALSO KNOWN AS THE CONTRACTOR'S "REDLINE 5. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT DRAWINGS"). 14. USE BMPs SUCH AS CHECK -DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM GRADES. REACHING DISCHARGE POINTS. 8. CONTRACTOR SHALL PROVIDE EFFECTIVE EROSION PROTECTION TO INCLUDE, BUT NOT LIMITED TO, GRADING, DITCHING, 6. PIPE BEDDING AND BACKFILL SHALL CONFORM TO UNIFORM PLUMBING CODE AND CITY OF SPRINGFIELD STANDARDS. HAY BALES, SILT FENCING, AND SEDIMENT BARRIERS TO MINIMIZE EROSION AND IMPACT TO ADJACENT PROPERTY. SEE 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, EROSION AND SEDIMENT CONTROL NOTES AND PLAN FOR MORE INFORMATION. TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 7. SANITARY SEWER CLEANOUT CONSTRUCTION SHALL CONFORM TO UNIFORM PLUMBING CODE AND CITY OF SPRINGFIELD STANDARDS. 9. OPEN TRENCHES SHALL BE STRICTLY LIMITED TO A MAXIMUM OF 100 LINEAR FEET WITHIN STREET RIGHT-OF-WAY UNLESS 16. SEE GEOTECHNICAL ENGINEERING REPORT FOR CHICK-FIL-A RESTAURANT #05058 BY TERRACON, 8. A MINIMUM OF THREE FEET (3') HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERLINES AND SANITARY AND STORM MANHOLES. ALL CONSTRUCTION LIMITED TO A LESSER AMOUNT BY PERMIT. NO TRENCHES SHALL BE ALLOWED TO REMAIN OPEN OVERNIGHT. DATED JANUARY 7, 2022. MUST MEET DEQ AND STATE WATER RESOURCES BOARD REQUIREMENTS FOR SEPARATION. C 10. CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. 9. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE BUILDING FOOTING. WATER CONSTRUCTION NOTES 11. ANY PAVEMENT DISTORTION CAUSED BY THE CONSTRUCTION OPERATIONS SHALL BE TEMPORARILY REPAIRED SAME DAY OF OCCURRENCE OR IN A TIME PERIOD AGREED TO WITH THE CITY INSPECTOR USING COLD OR HOT AC MIX. ( )' 1. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF WET WEATHER EROSION CONTROL OWNER/CONTRACTOR SHALL BE REQUIRED TO MAINTAIN REPAIRED AREAS UNTIL FULL REPAIRS ACCEPTED BY CITY. SPRINGFIELD PUBLIC WORKS STANDARD CONSTRUCTION SPECIFICATIONS B.DRAWINGS AND THE UNIFORM PLUMBING CODE. THE WET WEATHER CONSTRUCTION SEASON IS BETWEEN OCTOBER 1 5T AND MAY 31ST. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES FOR WET WEATHER CONSTRUCTION AS 12. IF GROUND WATER SPRINGS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY OUTLINED BELOW AND ALSO AS REQUIRED BY THE CITY. CONTACT THE PROJECT ENGINEER. THE PROJECT ENGINEER SHALL DIRECT THE CONTRACTOR TO TAKE MEASURES TO 2. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWWA C110 AND SHALL BE OF A CLASS AT LEAST ENSURE THAT WATER IS NOT CONVEYED THROUGH THE UTILITY TRENCHES AND THE NATURAL FLOW PATH OF THE SPRING EQUAL TO THAT OF THE ADJACENT PIPE. IS ALTERED AS LITTLE AS PRACTICABLE. THE PROJECT ENGINEER SHALL SUBMIT A REPORT SUMMARIZING THE FINDING TO SPECIFIC WET WEATHER EROSION CONTROL MEASURES THE CITY. IMPACTS AND MITIGATION SHALL BE ADDRESSED FOR THE CITY APPROVAL. IT IS THE CONTRACTOR'S 3. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON ALL WATER RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING. LINES PER CITY OF SPRINGFIELD STANDARDS. 1. GROUND SURFACES EXPOSED DURING THE WET SEASON SHALL HAVE TEMPORARY GRASS COVER MEASURES FULLY ESTABLISHED BY OCTOBER 15, OR OTHER 13. THE START OF WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY 4. ALL FITTINGS SHALL BE MECHANICALLY RESTRAINED PER CITY OF SPRINGFIELD STANDARDS. COVER MEASURES WILL HAVE TO BE IMPLEMENTED UNTIL ADEQUATE GRASS COVERAGE IS ACHIEVED. TO ESTABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING EROSION BY OCTOBER 15, IT IS RECOMMENDED THAT SEEDING AND MULCHING OCCUR BY SEPTEMBER 1. ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE PLANS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTED 5. PRIOR TO BEING PLACED IN SERVICE, THE WATER LINES AND SERVICES SHALL BE FLUSHED, 2. HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2000 LB/ACRE ON SLOPES 2.5 TO 1 OR STEEPER, HYDROSEED AND MULCH SHALL BE APPLIED TO THE PROJECT ENGINEER FOR CLARIFICATION OR CORRECTION. ANY INSPECTION BY THE CITY, COUNTY, STATE, STERILIZED, AND TESTED, ALL IN ACCORDANCE WITH CITY OF SPRINGFIELD STANDARDS AND THE WITH A BONDING AGENT (BONDER). APPLICATION RATE AND METHODOLOGY TO BE IN ACCORDANCE WITH SEED SUPPLIER RECOMMENDATIONS. UNIFORM PLUMBING CODE BY THE CONTRACTOR. FEDERAL AGENCY, PORT OF PORTLAND, OR PROJECT ENGINEER SHALL NOT, IN ANYWAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE APPLICABLE CODES, REGULATIONS, CITY 3. MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. 6. CITY OF SPRINGFIELD WATER BUREAU SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY STANDARDS AND PROJECT CONTRACT DOCUMENTS. WATER LINE CONSTRUCTION. 4. SOIL PREPARATION -TOP SOIL SHALL BE PREPARED ACCORDING TO LANDSCAPE PLANS OR RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS 14. PROJECT PLANS SHALL ALWAYS HAVE AN ENGINEER OF RECORD PERFORMING THE FUNCTION OF PROJECT ENGINEER. IF RECOMMENDED THAT SLOPES BE ROUGHENED BEFORE SEEDING BY'TRACHK-WALKING," (DRIVING A CRAWLING TRACTOR UP AND DOWN SLOPES TO LEAVE A THE PROJECT ENGINEER IS CHANGED DURING THE COURSE OF THE WORK, THE CITY SHALL BE NOTIFIED IN WRITING AND 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 30" COVER OVER THE WATER LINE. PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR OTHER METHOD TO PROVIDE MORE STABLE SITES FOR SEEDS TO REST. THE WORK SHALL BE STOPPED UNTIL REPLACEMENT ENGINEER HAS AGREED TO ACCEPT THE RESPONSIBILITY OF THE PROJECT ENGINEER. THE NEW PROJECT ENGINEER SHALL PROVIDE WRITTEN NOTICE OF ACCEPTING PROJECT g LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS 5. SEEDING -RECOMMENDED EROSION CONTROL GRASS SEED MIXES AREAS FOLLOWS. SIMILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE RESPONSIBILITY TO THE CITY WITHIN 72 HOURS OF ACCEPTING THE POSITION AS PROJECT ENGINEER. RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION EXISTING UTILITIES PRIOR SUBSTITUTED IF APPROVED BY JURISDICTION. B CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALLLL FOR 15. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT ARE DISTURBED DUE TO CONSTRUCTION. LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 1. DWARF GRASS MIX LOW HEIGHT, LOW MAINTENANCE ( ): EXCAVATORS MUST COMPLY WITH THE PROVISIONS OF ORA 757.541 THRU 757.571. DWARF PERENNIAL RYEGRASS, 80% BY WEIGHT 9. WATERLINE SHALL MAINTAIN A MINIMUM OF 18" VERTICAL CLEARANCE FROM SEWER LINE AT ALL CREEPING RED FESCUE, 20% BY WEIGHT 16. SURVEY MONUMENT PRESERVATION: ALL SURVEY MONUMENTS OF RECORD MUST BE PRESERVED. IN THE EVENT A TIMES. APPLICATION RATE: 200 POUNDS MINIMUM PER ACRE MONUMENT IS DISTURBED CONTRACTOR IS RESPONSIBLE TO SECURE THE SERVICES OF A REGISTERED PROFESSIONAL LAND SURVEYOR TO REFERENCE AND REPLACE THE MONUMENT WITHIN 90 DAYS OF THE REMOVAL, DISTURBANCE OR 6. FERTILIZATION FOR GRASS SEED - IN ACCORDANCE WITH SUPPLIER'S RECOMMENDATIONS. DEVELOPMENT AREAS WITHIN 50 FEET OF WATER BODIES AND DESTRUCTION. WELLHEAD PROTECTION CONSTRUCTION NOTES: WETLANDS MUST USE A NON -PHOSPHORUS FERTILIZER. 7. WATERING - SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR PRIVATE UTILITY CONSTRUCTION NOTES 1. DENSE NON -AQUEOUS PHASE LIQUID (DNAPL) CHEMICALS ARE PROHIBITED. THE CONTRACTOR AND DRY WEATHER CONDITIONS OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE ADEQUATE MOISTURE CAUSING ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF RUNOFF. SAFETY DATA SHEETS (SDS) FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR 1. CUSTOMER IS RESPONSIBLE FOR ALL TRENCH, CONDUIT, VAULTS, PADS, AND ROAD CROSSINGS, UNLESS DELIVERYTO THE PROPERTY. BASED ON THESE SDS'S. THE ENGINEER WILL DETERMINE IF THE OTHERWISE NOTED. CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS 8. RE -SEEDING - AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT EROSION SHALL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. AREAS WITH LESS THAN 95% GERMINATION WILL BE REJECTED AND DNAPUS). THE ENGINEER MAY CONTACT THE SPRINGFIELD UTILITY BOARD (SUB) DRINKING WATER NEED TO BE RESEEDED. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36" COVER OVER CONDUITS. SOURCE PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPUS. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND 2. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CONSTRUCTION. CASE, CARE SHALL BETAKEN TO PREVENT GROUNDWATER CONTAINMENT. 4. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITIES PRIOR TO CONSTRUCTION OR EXCAVATION. 3. CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER 5. ALL CONDUIT MUST BE INSPECTED BYTHE RESPECTIVE UTILITY COMPANY PRIOR TO BACKFILL. AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED 6. ALL CONDUIT SHALL BE PVC SCHEDULE 40. INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY A CONTAINMENT. 7. ALL CONDUIT SWEEPS SHALL BE A MIN OF 48" RADIUS. 4. EQUIPMENT MAINTENANCE AN FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT 8. 30F HORIZONTAL CLEARANCE IS REQUIRED FROM ALL WATER, SEWER, GAS, AND IRRIGATION LINES. FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE 9. A 1/4" PULL ROPE RATED FOR 500 LBS. SHALL BE INSTALLED IN EACH CONDUIT BY CONTRACTOR. PREPARED AND MAINTAINED IN A WAYTHAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. 10. ALL CONDUIT RUNS EXCEEDING 150' IN LENGTH REQUIRE FIBER SWEEPS. 5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. 4 1 3 1 2 1 1 E o00� 0 0 o v 0 o� o I/I o Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 C B 40'6DOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 W a Z a a 1 J 06z LL o �W ' < q LLJ L- W LL ~ z U VIL FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIVS PROJECT M 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS /n DATE A H JUNE 2023 Z DRAWN BY JUG LU m .iaaewai,eaaamsm�iaai dal8 files pmtic_N fm abwenmeiprgW (') mY^y be rcproLxiinanY mvrrl WlFaY Oezprcss m;uema,Venaiememiem a„no<irca prcKa rcprcs W a4ves. SHEET z0 GENERAL NOTES F_ U ry SHEET NUMBER H o C0.1 - U E O a/ ® a IE 6" CPP=431.91' I �I / I I I i ( 1 1 ,no RC DIE I I / a IE 6" PVC =430.95' 1/1 1 � I I II ml 434j 1 1 �F L r �4 1 C=431.60I =433.15' C i-3 I_ V6I°� 8 -dos BRIM 4 a I, 53755-17V I 22.90' I \' I ELEC LINE SAN MH RIM: ABANDONED PER 1987 SURVEY IE (N): PER 27852 PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, FROM IE (E): 426.61' ELEC IE (S): TRANSFORMER PROVIDED FOR SHALL ATTACH TO THE ABUTTING PROPERTY. ON PL / [AS SHOWN HEREON[ J RANDY PAPE BELTLINE ACCESS RESTRICTION 14 IN FAVOR OF ODOT KI PARCEL 1 DEED TO ODOT, AND LIMITED 19 20 21 ACCESS TO HIGHWAY -ne ARID.-"� mm I w ----------- -----ReT58'131Y------ - - - as O.D.O.T RW STA I eBLe361+20.00 - 98.50FT RIGHT \ o \ -----/ 4q0\ II' I I IE 4- CMP=435.40' I EASEMENT TO ODOT I I /\ \ 37- o \-_-_ FOR WALL .MAINTENANCE I T J \�5 W 'VT'L�J:�y 21 yl --r439---- a III vIlk \ \ I I \\ ^�I 14' EASEMENT FOR28 I PUE PER PLAT OF O I �� I\ PUERTA SUBDIVISION I II \ \ _ 129.51' J I ---1188'00'2iV---- -' - _L ,p b� _ ADJUSTED PROPERTY ' / _T I LINE PER EXCEPTION 33 , 1 1 2021-061809 r 1 / /~'N e= -� - ( I �I I /I \l 1 i I `1 If IN II \1 r 7 I III---- I-_J L-_ TAX LOT 1300 SUBJECT TO DEQ EASEMENT AND 30 II EQUITABLE SERVITUDES � DOCUMENT FROM ODOT PER I n' EXCEPTION 2020-065364 I H Ini II I I I I I \ \ I \ \ 1 139.82'! o A36 1 f ; 5 EASEMENT SEWER TO TOECITYOF SPRINGFIED I / I i I--� I �---1 A36•l I I 1 `\ Q X-\ \\ I J - - - - - - -\ l 437- \ ~I J I I I I I I I I I I J I I 16 4'X15" EASEMENT FOR PACIFIC i a O- m/ POWER L I O \ G G XG c - - - -- - G 5- ``y �� -_I I III I 435- G G 41- 380'S� A / G G / J J I N \ \m \ G G clb 10'X200' EASEMENT TO\ 17 PACIFIC POWER I I I ^I�lI I LQ I \� 4 3 r Ih 2 LEGEND: } I - SO SS G FO 0 � I POINT 0 BEGINNING PARCEL 9 WE hI I Y 1LINE 1 OF RELINQ ISHMENT 299 (DEED P OPERTY FROM OSOT TO CITY PER EX EPTION 2020-0 3155 �I 11D i � 3 I I I I 3 I 11111111121111 0 Ell II� I 4 I I I, i I \ I I I II \ I II I I I I I I I I +0o I I I I I I I I I I I } I r ss I I { - I RUSE WAY 30 0 30 SCALE IN FEET 2 _a OW 08 #o 0 ASCO E]T I� ON 0 BUILDING BUILDING OVERHANG PARKINGSTRIPES FLOWLNECURB EXTRUDED CURB STANDARDCURB EDGE OF PAVEMENT EDGE OF CONCRETE WALL -TOP WALL -TOE STORM SEWER SANITARY SEWER WATER GAS FIBER OPTIC FENCE-CHANLNK BUILDING HATCH CONCRETEHATCH MAJOR CONTOUR MINOR CONTOUR HANDICAP PARKING SIGN FLAG POLE MONITORING WELL BOLLARD TREE- DECIDUOUS TREE -CONIFER POWER METER POWER TRANSFORMER POWER VAULT LIGHT -LAMP POST SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM AREA DRAIN STORM MANHOLE STORM CLEANOUT WATER SPIGOT - SHUTOFF FIRE HYDRANT WATER METER WATER VALVE TRAFFIC SIGNAL JUNCTION BOX TELEPHONE RISER COMMUNICATION VAULT IRRIGATION CONTROL VALVE CATV RISER UNKNOWN VAULT SURVEY CONTROL POINT OX SEWER STRUCTURE TABLE 1 SAN MH RIM: 435.96' NOVEMBER 25, 1966, RECEPTION NO. 67649 DEED OF RECORDS, WHICH IE (N): 426.76' PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, FROM IE (E): 426.61' OR ACROSS THE STATE HIGHWAY OTHER THAN EXPRESSLY THEREIN IE (S): 426.77' PROVIDED FOR SHALL ATTACH TO THE ABUTTING PROPERTY. IE (W): 426.61' [AS SHOWN HEREON[ STORM STRUCTURE TABLE 1 STM MH RIM: 436.15' IE 12" (E): 431.95' IE 18" (N): 431.50' IE 18" (S): 431.74' 2 STM MH RIM: 435.60' IE 18" (S): 432.10' IE 18" (N): 431.95' 3 STM MH RIM: 435.69' IE 18" (N): 433.82' IE 18" (S): 433.67' 16 STM MH/CI RIM: 431.90' IE 12" RCP (N): 429.11' 17 STM MH/CI RIM: 434.66' IE 12" PVC (S): 431.76' IE 12" PVC (E): 431.69' 18 STM MH/CI RIM: 436.04' IE 12" PVC (E): 431.21' 19 STM CB RIM: 433.16' IE 8" RCP (W): 432.00' IE 4" RCP (N): 431.51' 20 STM CB RIM: 431.10' 60 IE 6" RCP (W): 429.30' 1 GENERAL NOTES 1. THIS SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT. A 5 -YEAR TIME OF TRAVEL ZONE (TOTZ) TO DRINKING WATER WELLHEAD HAS BEEN DETERMINED FOR THIS SITE. IT SHOULD BE NOTED THAT THE CHICK-FIL-A RESTAURANT WILL REPLACE THE EXISTING RESTAURANT (FORMERLY ELMERS). DISPOSAL OF HAZARDOUS MATERIALS IS ANTICIPATED TO BE SIMILAR TO THOSE PRACTICES CURRENTLY USED FOR ELMERS. CHICK-FIL-A USES CLEANING, SANITIZING, AND DISINFECTING CHEMICALS THAT ARE EPA -REGISTERED PRODUCTS. CLEANING SOLVENTS, DEGREASERS, AND OTHER CLEANING CHEMICALS ARE DISPOSED OF IN ACCORDANCE WITH THE MANUFACTURER'S LABEL, SAFETY DATA SHEETS, AND LOCAL, STATE, AND FEDERAL REGULATIONS. THROUGH DAILY USE, CLEANING CHEMICALS ARE DISPOSED OF IN THE SANITARY SEWER IN DILUTED FORMS. SHOULD BULK CONTAINERS NEED TO BE DISPOSED OF, THE CONTAINERS WILL BE TAKEN TO A PERMITTED LOCAL HAZARDOUS WASTE RECYCLING FACILITY. 2 THE MEDIAN LINE WORK ALONG GATEWAY(PROVIDED BY THE CITY OF SPRINGFIELD IN AN EMAIL SENT TO DOWL ON OCTOBER 11, 2022) IS SHOWN AS EXISTING CONDITIONS PER THIS SHEET ALTHOUGH THE IMPROVEMENTS WILL NOT BEGIN UNTIL SEPTEMBER 1, 2023 AND END ON NOVEMBER 31, 2023 (DATES ARE APPROXIMATE). 3. ALL DEMOLITION WORK TO BE PERFORMED UNDER A SEPARATE PERMIT. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE REMOVAL OF ANY UNDERGROUND STRUCTURES AND ANY ASSOCIATED STRUCTURES ENCOUNTERED DURING EXCAVATION OR CONTRUCTION. 14 LIMITED ACCESS PROVISIONS CONTAINED INDEED TO THE STATE OF IE o00� 0 o ° opo °09 Ooo Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 OREGON, BY AND THROUGH ITS STATE HIGHWAY COMMISSION RECORDED NOVEMBER 25, 1966, RECEPTION NO. 67649 DEED OF RECORDS, WHICH \ PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED FOR SHALL ATTACH TO THE ABUTTING PROPERTY. D [AS SHOWN HEREON[ 15 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: JULY 21, 1972, RECEPTION NO. 9831 IN FAVOR OF: CITY OF SPRINGFIELD, A MUNICIPAL CORPORATION [AS SHOWN HEREON[ 16 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: G RECORDING INFORMATION: NOVEMBER 06, 1972, RECEPTION NO. 270171N FAVOR OF: PACIFIC POWER & LIGHT COMPANY, A CORPORATION FOR: RIGHT OF WAY [AN APPROXIMATELY 4' BY 15' EASEMENT,AS SHOWN HEREON[ 17 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: MARCH 07, 1973, RECEPTION NO. 73-9791 IN FAVOR OF: PACIFIC POWER & LIGHT COMPANY, A CORPORATION FOR: RIGHT OF WAY [10X200' EASEMENT, AS SHOWN HEREON, THIS EASEMENT AREA INCLUDED THE AREA IN EXCEPTION 161 19 LIMITED ACCESS PROVISIONS CONTAINED IN DEED FROM SUNSET INVESTMENT LLC, AN OREGON LIMITED LIABILITY COMPANY, SUCCESSOR IN INTEREST TO SUNSET INVESTMENTS LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP TO THE STATE OF OREGON, BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION RECORDED OCTOBER 06, 2009 AS INSTRUMENT NO. 2009-056577 DEED OF RECORDS, WHICH PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, FROM OR ACROSS THE C STATE HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED FOR SHALL ATTACH TO THE ABUTTING PROPERTY. [AS SHOWN HEREON] OLIMITED ACCESS PROVISIONS CONTAINED INDEED FROM SHILO INN, SPRINGFIELD, LLC, AN OREGON LIMITED LIABILITY COMPANY THE STATE OF OREGON, BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION RECORDED OCTOBER 06, 2009 AS INSTRUMENT NO. 2009-056578 DEED OF RECORDS, WHICH PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED FOR SHALL ATTACH TO THE ABUTTING PROPERTY. [AS SHOWN HEREON] OPERMANENT EASEMENT FOR WALL MAINTENANCE, INCLUDING TERMS AND PROVISIONS THEREOF. RECORDED: OCTOBER 06, 2009 AS INSTRUMENT NOS. 2009-056577 AND 2009-056578 VACATION OF EASEMENT IN PROCESS WITH CITY OF SPRINGFIELD: CITY OF SPRINGFIELD APPLICATION: 811-23-000155-TYP2 [AS SHOWN HEREON] ORELINQUISHMENT DEED, INCLUDING TERMS AND PROVISIONS THEREOF. RECORDED: JANUARY 21, 2020 AS INSTRUMENT NO. 2020-003155 [AS SHOWN HEREON] B 30 EASEMENT AND EQUITABLE SERVITUDES, INCLUDING TERMS AND PROVISIONS THEREOF. RECORDED: NOVEMBER 09, 2020 AS INSTRUMENT NO. 2020-065364 [AS SHOWN HEREON AFFECTS TAX LOT 13001 31 LIMITED ACCESS PROVISIONS CONTAINED INDEED TO THE CITY OF SPRINGFIELD, A MUNICIPAL CORPORATION OF THE STATE OF OREGON, RECORDED JANUARY 20, 2021 AS INSTRUMENT NO. 2021-004085 DEED OF RECORDS, WHICH PROVIDES THAT NO RIGHT OF EASEMENT OR RIGHT OF ACCESS TO, FROM OR ACROSS THE STATE HIGHWAY OTHER THAN EXPRESSLY THEREIN PROVIDED FOR SHALL ATTACH TO THE ABUTTING PROPERTY. [BLANKET IN NATURE OVER PARCEL II, AS TO THE WESTERLY EDGE OF GATEWAY AND BELTLINE HIGHWAY] 32 COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN DEED. 0 EXECUTED BY: THE STATE OF OREGON, BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION RECORDED: JANUARY 20, 2021 RECORDING INFORMATION: INSTRUMENT NO. 2021-004085 [BLANKET IN NATURE OVER PARCEL 111 33 PROPERTY LINE ADJUSTMENT DEED, INCLUDING TERMS AND PROVISIONS THEREOF. RECORDED: SEPTEMBER 24, 2021 AS INSTRUMENT NO. 2021-061809 A [ADJUSTED PROPERTY LINE, AS SHOWN HEREON 1 *hDOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 a. IO Q J � B� 06 LL 0 'Z^^ V W 0 Uj J LL0 Q a' 00 FS R# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT # 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS In DATE H JUNE 2023 Z DRAWN BY JLG LU Immmmalomewamea am rie nadmp oma lm 8l D 3P18 files Pros la aboveor mored PrgW U my mil Gberc moa en In any manner vnthwt IMmava .-neemft nn O au1Mr¢ed pygal rcpresentatices. 0 SHEET z0 EXISTING CONDITIONS PLAN U SHEET NUMBER Z C1.0 C ■-1 In 4 RANDY PAPE SELTLINE ----------------- ---- (<1 4 1 3 1 K E LEGEND ir 0 O 0 GENERALNOTES BOUNDARY LINE BUILDING EASEMENT CATCHING CURB & GUTTER SPILLING CURB & GUTTER SIGN SANITARY SEWER CLEANOUT STORM SEWER CLEANOUT STORM CATCH BASIN PROPOSED ASPHALT PAVEMENT 1 SITE STATISTICS SITE PARKING: MINIMUM PARKING: 50 STALLS MAXIMUM PER CODE: 63 STALLS ADA STALLS 2 STANDARD STALLS PROVIDED 61 TOTAL PROVIDED 63 STALLS 1.5" ASPHALTIC CONCRETE SURFACE COURSE CONCRETE BINDER COURSE -8" AGGREGATE BASE COURSE 12" OF SUBGRADEa E o00� a-a"VA o0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 PROPOSED CONCRETE 11/" " " ", ASPHALT PAVEMENT SECTION PROPOSED STORMWATER FACILITIES NOTES: SEE GEOTECHNICAL REPORT PREPARED BY TERRACON DATED NOVEMBER 21, 2021 FOR ADDITIONAL REQUIREMENTS 40'6DOWL ...-'----......---'----...._... _............... ..-... --'---- DETERMINED BY USPS AND TENANT AT A LATER TIME. 2. SEE STORM PLAN, SHEET C4.0, FOR MORE INFORMATION ABOUT STORMWATER FACILITIES. nSITE PLAN NOTES 14841.01 1. CONSTRUCT CONCRETE SIDEWALK PER 17. PADS A AND B AND ASSOCIATED PARKING CO DETAIL 9 ON SHEET C6.0. A H AND DRIVING AREAS TO BE DESIGNED Z DRAWN BY AND CONSTRUCTED AT A LATER TIME. 2. CONSTRUCT CFA STANDARD CATCHING dal8 files praticcN fm abwenmeiprgW (') CURB AND GUTTER PER DETAIL 4B ON 18. PROPOSED BUILDING. SEE SHEET C6.0. z0 ARCHITECTURAL PLANS FOR DETAILS 3. CONSTRUCT CFA STANDARD SPILLING 19. CONSTRUCT STANDARD 6" CURB AND U CURB AND GUTTER PER DETAIL 4B ON D GUTTER Of SHEET C6.0. I - Ln 20. CONSTRUCT LID STORMWATER FACILITY 4. INSTALL 4" WHITE PAINTED PARKING (RAIN GARDEN OR INFILTRATION STRIPE, 2 COATS MINIMUM. PLANTER), SEE STORMWATER PLAN SHEET FOR MORE INFORMATION 5. CONSTRUCT ASPHALT PER SECTION THIS SHEET 21. PROPOSED RETAINING WALL 6. INSTALL DRIVE-THRU PAVEMENT 22. CONSTRUCT S WIDE PEDESTRIAN MARKINGS PER DETAILS 3 & 4 ON SHEET CIRCULATION WALKWAY ABOVE C6.0. CONCRETE CULVERT 7. CONSTRUCT DRIVE-THRU PICKUP AREA 23. CONSTRUCT LED LIGHTS FOR EXISTING SEE DETAIL 1 ON SHEET C6.2. SEE STREET LIGHT HEADS ALONG GATEWAY GRADING PLAN FOR MORE INFORMATION. PER CURRENT CITY OF SPRINGFIELD LED STANDARDS FOR ARTERIALS. 8. CONSTRUCT VAN ACCESSIBLE A.D.A. STALL AND SIGNAGE ON SHEET C6.0 24. PROPOSED LOT LINE ADJUSTMENT DETAILS 5 & 7. UNDER SEPARATE PERMIT. 9. CONSTRUCT WHITE PAINTED STOP BAR 25. INSTALL HEAVY DUTY CONCRETE PER AND SIGNAGE PER DETAIL 4 O SHEET DETAILS ON SHEET C6.2. C6.0. 26. INSTALL 12" CONCRETE STEP OUT THAT 10. PROPOSED DRIVE-THRU EQUIPMENT AND EXTENDS FROM BACK OF CURB. SEE SIGNAGE. SEE DETAIL 9 ON SHEET C2.0 DETAIL 1 ON SHEET C6.1. AND THE NATIONAL SIGN PACKAGE FOR MORE INFORMATION. 27. INSTALL CONCRETE APRON AT TRASH ENCLOSURE PER DETAIL 6 ON SHEET C6.0 11. PROPOSED DRIVE-THRU CANOPY. SEE ARCHITECTURAL PLANS FOR MORE 28. INSTALL 4" WIDE YELLOW STRIPES Q 3' INFORMATION. OC, STRIPING TO BE 24" WIDE AND YELLOW REFLECTIVE PAINT WITH 12. CONSTRUCT A.D.A. RAMP WITH ANTI -SLIP ADHESIVE. 2 COATS MIN. TRUNCATED DOMES PER DETAILS 8 & 10 ON SHEET C6.1. SEE GRADING PLAN FOR 29. CONSTRUCT HANDRAIL ALONG RAMP PER MORE INFORMATION. HANDRAIL DETAIL ON SHEET C6.2. 13. INSTALL UNCOVERED TRASH ENCLOSURE 30. PROPOSED CONSTRUCTION OF MEDIAN AND STORAGE AREA. SEE UNDER SEPARATE PERMIT. MEDIAN IS ARCHITECTURAL PLANS FOR DETAILS. WORK BEING PROPOSED BY CITY OF SPRINGFIELD IMPROVEMENTS AND MAY 14. INSTALL CONCRETE DRIVE-THROUGH PER NOT BE IN PLACE AT THE BEGINNING OF DRIVE-THROUGH PLAN AND DETAILS ON CONSTRUCTION OF THIS PROJECT. SHEET C6.1 AND C6.2 31. CONSTRUCT A.D.A. STALL AND SIGNAGE 15. INSTALL WHITE PAINTED DIRECTIONAL ON SHEET C6.0 DETAILS 5 & ARROW, TWO COATS MINIMUM. SEE DETAIL 2 ON SHEET C6.0 16. CONSTRUCT CONCRETE PATIO PER DETAILS 9 & 10 ON SHEET C6.0. SEE ARCHITECTURE PLANS FOR SCORING DETAILS. OREGON UTILITY NOTIFICATION CENTER 1-800-332-2344 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 20 0 20 40 SCALE IN FEET 0 C B 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 W Q Q a J � 06 LL 0 0 ' W Q d LLJ J ILL F_ 0 �Q V FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIVS PROJECT M 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS CO DATE A H JUNE 2023 Z DRAWN BY JLO LU m .icacwaireacamsa�iaai dal8 files praticcN fm abwenmeiprgW (') mY^y be rcproLxiinanY mvrrl WlFaY Oexprcsz vnllenarvnbalcmvnlim auCnize! pmptl rcprcs W a4ves. SHEET z0 SITE PLAN U D Of SHEET NUMBER I - Ln //� C2.0 _0 C In 4 RANDY PAPE SELTLINE ----------------- F= ----- (<1 4 1 3 1 2 I LEGEND -- BOUNDARY LINE BUILDING --------- EASEMENT CATCHING CURB & GUTTER SPILLING CURB & GUTTER a SIGN e SANITARY SEWER CLEANOUT e STORM SEWER CLEANOUT ❑® STORM CATCH BASIN PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PROPOSED STORMWATER FACILITIES E OREGON UTILITY NOTIFICATION CENTER 1-800-332-2344 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 1 20 0 20 40 SCALE IN FEET a W® E o00� 0 po� Qo0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 40'6OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 Uj I.i ^Q I.i C Q a J � 06 z LL W Q'o d Uj J ILL0 B rano' IL V N FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVICS PROJECT M 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS Ln DATE A H JUNE 2023 Z DRAWN BY 2 JLG LU miormbeon domande on m5 obeying and in of dlgna files produoel for above named projet (� m ad be reprMo M m any manner without Oe.preas wm an orvemaoore am auPonred preRtl repbesentatives. SHEET z0 DIMENSION PLAN U � SHEET NUMBER H z C2.1 7 ■-1 1 4 41 d. ala U, Lad .a d ,,z &4.mSdLAdE BYA aa 10.79 a.120d - ° m20 1900' a .2` d .TLCJ a TLCJTLCJ 12. , d o ' d - 10 a . ^11 . . .. ��. d - a TLCJ d .12.09 d °a a TLCJ _ - TLCJ - TLCJ - . a - - 12.09 , TLCJ d - d .. .B as d c°. LTLCJ TLCJ 8.93' TLCJ a_Bi. ro d 'd d. d° d. a- 8.84• �c 16 ,. d d. n d .d t9. %s✓ a G a ° A. d d - ° cv 1201' - a ^0 DRIVE ❑ a' ° ° THRU - d a PICK-UP " 11. d N yyJ�JII . QOoO .a `` `d a dI. 125Q v 4 a 0 D d� D 0 v• ° 4, d d CJ'. d 12 -OZ 9.98' EGRESS P13 LS LRG4 a - SERVICE d ENTRY d� 90 SEATS ' d i ° i a' d EJ 12.Oz 9 99 GROSS: 4,987 SF d I ° MAIN ENTRY � EGRESS a C. ,d �.. -- - - - - - ,2.02 9.99 ° _f_J - _ d 4 ®tCYCLES a a da d 4d a o n COVEREt a. '. a 4 d a d d O-BICYCI�S a. a d' a d' I d a d d d EJ _ d a . _______ --- ___ d ' 12 OZ a 9.99 d ted\ a d 4. d.° - d' ,2.0,'. j .° 9.99' . d d ° °- . I` ❑ c d a d _ - - I I a EJ I : _12.01', I _...10.00' -46 i , d I. 4 d. I a I CJ a 12.0,, ".. ..;000'.. a— aII : / r_ _______� , II 1. 412.01' A J..9.30'x.. II I a a I I , CA ,a `. ,2.99 9.29' p I I 181 JIB d II a SII. a is 4 EJ i II ,2.00.. d -9.20' II I ° ci i 11 i d II a� ..laOP.... ..9.26 - II II - `---------------------------- I A F2 d EJ I I 11.99' °I. 10.01' d I I d'. I I Y SIF m ____ ________ ':d.. d ABT d ' � -------J </ �O 15?5• � ° d 7730, a 7.57 9.55' _.a_ ______ � '-----------�--------------- c -'--' SryK dad y.. n <4F a a ui BOUNDARY LINE a BUILDING --------- EASEMENT CATCHING CURB & GUTTER CO d C SIGN d a a d STORM SEWER CLEANOUT a STORM CATCH BASIN fil protiv-�ababa�eµrajW :4 L2 .. d . N. 7 _TLCJ, TLCJ TLCJadTLCa 4 ■-1 1 4 41 d. ala U, Lad .a d ,,z &4.mSdLAdE BYA aa 10.79 a.120d - ° m20 1900' a .2` d .TLCJ a TLCJTLCJ 12. , d o ' d - 10 a . ^11 . . .. ��. d - a TLCJ d .12.09 d °a a TLCJ _ - TLCJ - TLCJ - . a - - 12.09 , TLCJ d - d .. .B as d c°. LTLCJ TLCJ 8.93' TLCJ a_Bi. ro d 'd d. d° d. a- 8.84• �c 16 ,. d d. n d .d t9. %s✓ a G a ° A. d d - ° cv 1201' - a ^0 DRIVE ❑ a' ° ° THRU - d a PICK-UP " 11. d N yyJ�JII . QOoO .a `` `d a dI. 125Q v 4 a 0 D d� D 0 v• ° 4, d d CJ'. d 12 -OZ 9.98' EGRESS P13 LS LRG4 a - SERVICE d ENTRY d� 90 SEATS ' d i ° i a' d EJ 12.Oz 9 99 GROSS: 4,987 SF d I ° MAIN ENTRY � EGRESS a C. ,d �.. -- - - - - - ,2.02 9.99 ° _f_J - _ d 4 ®tCYCLES a a da d 4d a o n COVEREt a. '. a 4 d a d d O-BICYCI�S a. a d' a d' I d a d d d EJ _ d a . _______ --- ___ d ' 12 OZ a 9.99 d ted\ a d 4. d.° - d' ,2.0,'. j .° 9.99' . d d ° °- . I` ❑ c d a d _ - - I I a EJ I : _12.01', I _...10.00' -46 i , d I. 4 d. I a I CJ a 12.0,, ".. ..;000'.. a— aII : / r_ _______� , II 1. 412.01' A J..9.30'x.. II I a a I I , CA ,a `. ,2.99 9.29' p I I 181 JIB d II a SII. a is 4 EJ i II ,2.00.. d -9.20' II I ° ci i 11 i d II a� ..laOP.... ..9.26 - II II - `---------------------------- I A F2 d EJ I I 11.99' °I. 10.01' d I I d'. I I Y SIF m ____ ________ ':d.. d ABT d ' � -------J </ �O 15?5• � ° d 7730, a 7.57 9.55' _.a_ ______ � '-----------�--------------- c -'--' SryK dad y.. n <4F a a ui K 4 1 3 1 2 LEGEND -- BOUNDARY LINE BUILDING --------- EASEMENT CATCHING CURB & GUTTER CO SPILLING CURB & GUTTER a SIGN .e a e STORM SEWER CLEANOUT ❑Q STORM CATCH BASIN fil protiv-�ababa�eµrajW :4 L2 .. d . N. 7 _TLCJ, TLCJ TLCJadTLCa SITE PLAN ds d.` 106, TLC. coH d TLCJ J9.6 TLC C2.2 TLCJ 12OO 209 120 TLCJTLCJ 'TLCJ . TLCJ d1209 d d.12.00'_. . 1097 a 4 819.49 12.0.09 d d o ° & 11.16' 190 o'' .. d. d .. do d m' a 13.08' p. 17.06' K 4 1 3 1 2 LEGEND -- BOUNDARY LINE BUILDING --------- EASEMENT CATCHING CURB & GUTTER CO SPILLING CURB & GUTTER a SIGN C SANITARY SEWER CLEANOUT e STORM SEWER CLEANOUT ❑Q STORM CATCH BASIN PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PROPOSED STORMWATER FACILITIES OREGON UTILITY NOTIFICATION CENTER 1-800-332-2344 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 1 20 0 20 40 SCALE IN FEET E o00� 0 o po� Qo0 A 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 R C B 40'6OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 Uj Q a J � 06 'z^^ LL / V LU Q'o q L) LLJ J ILL0 �Q U V FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT M 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS CO DATE A H JUNE 2023 Z DRAWN BY JUG LL mea waza�ln arma.d In 81 fil protiv-�ababa�eµrajW U mal8 O �:<a aoKe'wmr�e� SHEET z0 SITE PLAN U SHEET NUMBER coH O C2.2 _U 000 0 0 ° 000 Ooo 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 'OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 U N UU Q J � Off z LL W Q UU FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIUS PROJECT# 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS (A DATE H JUNE 2023 Z DRAWN BY AG UJ imaanmionaarazda,rissaegadinm my nabs ev xdlan a manner PrgW U YrcI be rtPraJucM in am aarvrl wuMd O«prcssvMMna vaGm==*1 a+Mr¢ed P�4«� rcP�asmGEws. 0 SHEET z0 GRADING PLAN U D ry SHEET NUMBER I -- CID CIC C ■-1 M 4 1 3 GRADING DETAIL 1 SCALE: 1"= 5' J LES yejll 4 IDi GRADING DETAIL 3 SCALE: 1"= 5' 0.0% 0 0 �F'\�G QP GRADING DETAIL 5 SCALE: 1"= 5' N� EGRESS 7-71 L owmv�si® 3 K GRADING DETAIL 2 SCALE: 1" = 5' E GRADING DETAIL 4 SCALE: 1" = 5' GRADING DETAIL 6 SCALE: 1" = 5' 1 - PROPOSED BUILDING ® - PROPOSED WALL - PROPOSED CURB -- - PROPOSED PROPERTY LINE -- - EXISTING PROPERTY LINE EXISTING CENTERLINE 365- - PROPOSED MAJOR CONTOUR LINE X364- - PROPOSED MINOR CONTOUR LINE __ - - EXISTING MAJOR CONTOUR LINE - EXISTING MINOR CONTOUR LINE 3.0%_ - PROPOSED SLOPE LABEL GENERAL NOTES ni E o00� 0 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 1. THE FOLLOWING EROSION CONTROL MEASURES (NOT LIMITED TO) MUST BE COMPLETED PRIOR TO ANY SOIL DISTURBANCE ON THE SITE: CONSTRUCTION ENTRANCE, SILT FENCE PERIMETER PROTECTION, INLET PROTECTION, AND HYDROSEED ALL AREAS. 2. LIMITS OF GRADING. FUTURE ADDITIONAL WORK FOR THE tDOWL NORTHERN PORTION OF THE SITE MAY BE INCLUDED AT A LATER TIME. ABBREVIATION TABLE BC BASE OF CURB FC FLUSH CURB FFE FINISH FLOOR ELEVATION HP HIGH POINT LP LOW POINT S SPOT ELEVATION TC TOP OF CURB OREGON UTILITY NOTIFICATION CENTER 35.3 1-800-332-2344 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 30 0 30 60 SCALE IN FEET 1 0 C B 309 SW STH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 W Q Q J � 06z LL >. W Q LLJ LUJ ILL F— 0 rQ 2 IL V N FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT # 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS CO DATE A H JUNE 2023 Z DRAWN BY AG LU IMamaoncWarc mtlsa�In81 dla fills proiuxd la slave nmed prq W C) dP yi bewradmwlnamm—t O«pr«sudlMnavmGal«n =*1 0 a+Mr¢ed prg«I rept«aaafiws. SHEET z0 GRADING DETAILS I-- 0 U � SNEET NUMBER coH z C3.1 _0 11 C ■-1 M 4 I 3 I RANnv pno� ocii Tlwir o 4 1 3 1 SE Y K E GENERAL NOTES: 1. CLEAN OUTS ARE REOU I RED AT A MAXIMUM OF 90 FEET ALONG A STORM LINE. 2. STORMWATER FACILITIES FOR THE ENTIRE PARCEL AREA, WHICH INCLUDES THE CFA BUILDING AND TWO OTHER PADS TO BE CONSTRUCTED DURING A LATER PHASE, WILL BE CONSTRUCTED IN FULL AND WILL NOT BE PARTIALLY BUILT. X) STORMWATER CONSTRUCTION NOTES 1. INSTALL STORMWATER FILTRATION RAIN GARDEN FACILITY PER CITY OF SPRINGFIELD REQUIREMENTS 2. INSTALL STORMWATER INFILTRATION PLANTER FACILITY PER CITY OF SPRINGFIELD REQUIREMENTS 3. INSTALL 1.5' WIDE CURB CUT 4. INSTALL 6" DUCTILE IRON STORM LINE FOR ROOF DRAINAGE FROM BUILDING OR DRIVE-THRU CANOPY. 5. INSTALL 6" PERFORATED (AT TOP OF PIPE ONLY WITHIN STORMWATER FACILITY) PVC D3034 STORM UNDERDRAIN 6. INSTALL 8" PVC D3034 STORM LINE 7. INSTALL 10" PVC D3034 STORM LINE 8. INSTALL 12" PVC D3034 STORM LINE 9. INSTALL 10" PVC D3034 STORM LINE TO BE PLACED PARALLEL TO 6" PERFORATED PIPE AT THE BOTTOM OF THE STORMWATER FACILITY 10. INSTALL 15" PVC D3034 STORM LINE 11. CONNECT TO EXISTING PUBLIC MANHOLE 12. INSTALL OVERFLOW WITH BEEHIVE GRATE, SEE DETAIL SHEET C6.4 13. INSTALL CLEANOUT, SEE DETAIL 2, SHEET C6.3 CLEANOUT DATA CLEANOUT DATA SDCO-01 RIM: 437.04 IE (10") = 432.47 SDCO-02 RIM: 433.90 IE (10") = 432.41 SDCO-03 RIM: 435.61 IE (10") = 432.65 MANHOLE DATA BH -01 RIM: 434.94 IE OUT (10"S) = 432.80 IE OUT (6"N) = 432.80 BH -02 RIM: 434.22 IE IN (10"N) = 431.85 IE IN (10'VV) = 431.85 IE OUT (12"E) = 431.85 IE OUT (6"S) = 431.85 SDCO-04 RIM: 436.45 IE (8") = 432.95 SDCO-05 RIM: 437.13 IE (8") = 433.26 IE (8") = 433.26 SDRD-01 RIM: 437.50 IE (6") = 435.00 MANHOLE DATA BH -03 RIM: 436.50 IE IN (8"NE) = 433.58 IE OUT (6"NW) = 433.58 BH -04 RIM: 436.37 IE OUT (8"N) = 432.77 IE OUT (6"W) = 432.77 30 0 30 60 SCALE IN FEET 1 4xe]a01u: BOUNDARY LINE BUILDING --------- EASEMENT CATCHING CURB & GUTTER SPILLING CURB & GUTTER a SIGN e SANITARY SEWER CLEANOUT e STORM SEWER CLEANOUT STORM CATCH BASIN PROPOSED STORMWATER FACILITY OREGON UTILITY NOTIFICATION CENTER 1-800-332-2344 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.) 1 E o00� 0 0 000 Ooo 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 C B 40'6OOWL 309 SW STH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 W Q Q a J � 06z LL 0 0 ' W Q d LLJ J LL F- 0 rQnIL 2 V N FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIVS PROJECT M 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS CO DATE A H JUNE 2023 Z DRAWN BY JLG LU mormbeon demand, on the obeying and In of algia files produceal for above named probe t (� m d nm be reprodocetl m any manner without Oexpress wnb an orvabacoreenb ham a thmr.; preRtl repbesentatives. SHEET z0 STORMWATER PLAN U D SHEET NUMBER H z C4.0 C i-1 In 4 41 as .:tfi3 u NDY PAPE BELTINE ------------------ .. El• a - I I I I I 9 I ' II w B SS LANE-- 3 5 -� G I DRIVE I � I- iXPU 70,1 FFE 437.50 EaXE69 -4- 90 SEATS Y SSCO-10 5 `. I I 14 12 � m 8 M - - SSCaOa 5 M ----__-----M -- - M- � E W�•FO ...E W FO W E�E ...�. FO 4 40�- c o----� _ c c 3 E: IN FO SS c C - c 2 1 LEGEND GENERALNOTES PROPOSED PROPERTY LINE 1. SEE STORM WATER PLAN, SHEET C4.0 FOR MORE INFORMATION ON STORM UTILITIES AND FACILITIES G PROPOSED GAS LINE 2. CLEANOUTS TO BE INSTALLED ON STORM AND SEWER SS PROPOSED SANITARY SEWER LINE EVERY 9OLF OF PIPE F11i SD PROPOSED STORM DRAIN LINE 3. EXISTING EASEMENT FOR PACIFIC POWER (10' X 200') IN PROPOSED DOMESTIC WATER LINE 4, EXISTING EASEMENT FOR PACIFIC POWER (4' X 15') E C�qOD FIN PROPOSED FIRE WATER LINE E PROPOSED POWER(ELECTRIC) LINE X ° 0 O WATER CONSTRUCTION NOTES ° T PROPOSED COMMUNICATIONS LINE } 1. INSTALL 1.5" WATER METER PER DETAIL ON SHEET C6.5. PROPOSED FIRE DEPARTMENT CONNECTION ChictoA COORDINATION WITH SPRINGFIELD UTILITY BOARD MAT $200 Buffington Road Y PROPOSED HYDRANT BE REQUIRED. g WM PROPOSED WATER METER Atlanta, Georgia 2. INSTALL 2" DVCA ASSEMBLY. 30349-2998 M PROPOSED WATER VALVE 3. CONNECTION TO EXISTING WATER SERVICE LINE WITH A DC PROPOSED DCDA TEE. CONTRACTOR TO FIELD VERIFY PIPE LOCATION, MATERIAL, AND CONDITION. ® PROPOSED SANITARY SEWER CLEAN OUT ® PROPOSED STORM SEWER CATCH BASIN 4. INSTALL FIRE DEPARTMENT CONNECTION WITH DRIP VALVE IN FIRE VAULT. ® PROPOSED STORM SEWER CLEAN OUT S. INSTALL 2" PVC DOMESTIC WATER LINE.. 6. WATER EASEMENT FOR SPRINGFIELD UTILITY BOARD. 7. INSTALL}" PVC WATER SERVICE CONNECTION TO TRASH ENCLOSURE. 8. INSTALL 6" PVC C900 DR18 FIRE WATER LINE, RESTRAINED WITH MEGALUG OR APPROVED EQUAL. D 9. INSTALL DOMESTIC SERVICE CONNECTION TO BUILDING. CATCH BASIN DATA MANHOLE DATA STUB 5' FROM FACE OF BUILDING, SEE PLUMBING PLANS FOR CONTINUATION. SSCB-01 SSMH-01 10. INSTALL FIRE WATER SERVICE CONNECTION TO BUILDING. RIM: 438.23 RIM: 437.17 STUB 5' FROM FACE OF BUILDING. SEE PLUMBING PLANS IE OUT (4"E) = 433.43 IE IN (4"N) = 432.99 FOR CONTINUATION. IE OUT (4"E) = 432.99 11. INSTALL 676 -LA FIRE SERVICE VAULT WITH 6" DCDA AND CLEANOUT DATA CLEANOUT DATA HP SUMP PUMP, SEE DETAILS ON SHEET C6.5. CONTRACTOR TO PROVIDE POWER VAULTS. ELECTRONIC SSCO-01 SSCO-08 TAMPER SWITCHES ON BACKFLOW DEVICE, AND 2" PVC RIM: 437.45 RIM: 436.36 PIPE FOR SUMP PUMP TO DAYLIGHT TO A WEEPHOLE IN IE (4") = 432.50 IE (4") = 430.86 PUBLIC CURB. SSCO-02 SSCO-09 12. 15' WIDE EASEMENT TO SPRINGFIELD UTILITY BOARD. RIM: 437.44 RIM: 436.24 IE (4") = 432.50 IE (4") = 430.71 13. CONNECTION TO OFFSITE MAIN TO LOOP SERVICE PER SPRINGFIELD UTILITY BOARD. SSCRIM: 43 3 SSCRIM: 43 0 14. STUB 6" WATER FOR PHASE II. RIM: 438.44 RIM: 434.63 IE (4") = 432.06 IE (4") = 433.45 SSCO-04 SSCO-11 0 SANITARY SEWER CONSTRUCTION NOTES RIM: 436.35 RIM: 436.40 IE (4") = 432.74 IE (4") = 432.09 1. INSTALL 1,500 GALLON GREASE INTERCEPTOR WITH C VAULT EXTENSION VAULT LID TO BE ADJUSTED TO ALLOW SSCO-05 SSCO-12 FOR A MAXIMUM OF 24" FROM RIM TO BOTTOM OF VAULT RIM: 436.33 RIM: 435.58 LID. CONTRACTOR TO VENT VAULT BACK TO BUILDING. A IE (4") = 432.10 IE (4") = 429.96 LICNESED JOURNEYMAN PLUMBER MUST INSTALL AND TEST THE VENTING. SEE DETAILS ON SHEET C6.2. SSCO-06 SSCO-13 RIM: 436.26 RIM: 428.24 2. STUB 4" PVC D3034 SANITARY SEWER LINE 5' FROM FACE IE (4") = 432.06 OF BUILDING. CONTRACTOR SHALL INSTALL TWO-WAY CLEANOUT BETWEEN STUB AND BUILDING. SEE PLUMBING SSCO-07 PLANS FOR CONTINUATION. RIM: 436.15 IE (4") = 431.83 3. STUB 4" PVC D3034 GREASE LINE 5' FROM FACE OF BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. 4. CONNECT TO EXISTING SANITARY SEWER STUB. S. INSTALL SANITARY SEWER CLEAN OUT, SEE DETAIL ON SHEET C6.3 AND SEE DATA TABLE THIS SHEET. 6. INSTALL 4" PVC D3034 SANITARY SEWER LINE. 7. STUB 6" PVC D3034 SANITARY SEWER LINE FOR FUTURE DEVELOPMENT. 8. INSTALL TYPICAL TRAPPED STYLE SANITARY SEWER CATCH BASIN PER DETAIL ON SHEET C6.3 OREGON UTILITYB 9. INSTALL 48" PRIVATE SANITARY SEWER MANHOLE PER NOTIFICATION CENTER / DETAIL ON SHEET C6.4. SEE DATA TABLE THIS SHEET. 1-800-332-2344 O O0 FRANCHISE UTILITY CONSTRUCTION NOTES 1. INSTALL ELECTRICAL CONNECTION TO TRASH eFFORE ( ENCLOSURE. COORDINATE SIZE AND INSTALLATION WITH BUILDING MEP. 2. INSTALL POWER SERVICE TO CANOPY. 3. INSTALL GAS SERVICE TO CANOPY. 4. STUB COMMUNICATION SERVICE LINE TO BUILDING. 5. INSTALL POWER SERVICE TO BUILDING. 6. INSTALL ELECTRICAL AND COMMUNICATIONS SERVICE TO VAULT FOR FUTURE DEVELOPMENTS. 7. INSTALL COMMUNICATIONS SERVICE TO VAULT FOR FUTURE DEVELOPMENTS. 8. INSTALL GAS SERVICE TO BUILDING. 9. INSTALL 3-PHASE ELECTRICAL TRANSFORMER. A CONTRACTOR TO COORDINATE WITH SPRINGFIELD N UTILITY BOARD. 10. CONNECT TO EXISTING ELECTRICAL UTILITY. CONTRACTOR TO COORDINATE WITH SPRINGFIELD UTILITY BOARD. 11. INSTALL ELECTRICAL CONDUITS, SOME COORDINATION WITH SPRINGFIELD UTILITY BOARD MAY BE REQUIRED. 30 0 30 60 SCALE IN FEET E 1 40'6OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIVS PROJECT M 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS CO DATE H JUNE 2023 Z DRAWNBY JUG LL m",,,ala,"w.n<a�ms aaa,q.d In 81 dal8 files pmticci fm abwenmeaprgW ii m rel x,ew«r.«aI":"r�'^"^"•wln"e O �i:<a p,oKa,�larm.r� SHEET z0 UTILITY PLAN U Of SHEET NUMBER I -- an V1 C5.0 oo�D 0 pl 0 000 Ooo 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 40'6OOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 Q a J � Off z LL W Q d LLJ J ILL F— 0 rQnIL 2 UV N FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVICS PROJECT M 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS Ln DATE H JUNE 2023 Z DRAWN BY 2 JLG LU miormbeon domande on m5 obeying and in of dlgna files produoel for above named projet U m d nm be reprMocetl m any manner without Oexp rens wnb an orvebbacoreenb ham ❑ au PonredproRtl repbesent atives. SHEET z0 FIRE SERVICE PLAN F- C) D ry SHEET NUMBER I -- GO C5.1 7 C C! REQUIRED AT ALL JUNCTIONS WITH CONCRETE / STRENGTH CONCRETE ASPHALT PAVEMENT AND BASE COURSE #3 ®1T' ON CENTER • � old. x� "�Ff ea e d -III-I-II I� �6••SUBBASE SEE NOTE #I 8"AGGREGATE BASE COURSE SEE NOTE M. #4 REBAR FOR CONTINUOUS REINFORCEMENT OF THICKENED EDGE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. CONTRACTOR TO SET REBAR ON DOBIES PRIOR TO POUR 1 ASPHALTJOINTS 6 NOT TO SCALE CURB RAMP (SHALL NOT EXTEND x INTO THE ACCESS AISLE) SIGN LOCATION. SIGN LOCATIONS >`., TYPICAL A.D.A. PARKING 20 20 SEE DETAIL ON THIS SHEET. 4' WIDE WHITE STRIPES Q Z O.C. AT 36 DEGREES PER PLAN TYPICAL A.D.A. PARKING SYMBOL. SEE DETAIL ON THIS SHEET. 'NO PARKING' PAVEMENT STENCIL PER PLAN(6' MIN STANDARD, SEE DETAIL THIS SHEET 8' MIN FOR WHEELCHAIR OR VAN ACCESSIBLE) NOTE: CONSTRUCT/INSTALL FACILITIES IN ACCORDANCE WITH OSSC CHAPTER 11 90 DEGREE PARKING STRIPING 6 NOT TO SCALE w w K3 18" CURB EXTENSION BASE COURSE Z'X2' SQUARE TUBING I' 6" DIA, SCH. 8D STEEL PIPE BOLLARD PAINTED L. DARK BRONZE FILLED WITH CONCRETE I'I � I PAINT CONCRETE BLACK ) AFTER CURING AT ASPHALT LOCATIONS I1 4000 Psl CONCRETE I :I \ a. 1 PAVEMENT MARKINGS -2 A 6 NOT TO SCALE PRINTED FOR PAVEMENT DIMENSION REFER TO FACE I PAVEMENT T DATE OF CURB UNLESS INDICATED FACE OF CU Z OTHERWISE OTHERWISE AG I z -v ddPla fil« Proiuxd la slave nmed prq W C) yrc GeriPraJ inammxmvr tM O«pressvMMnavaGal==*1 z .xmrnw pny«I rrpr«�nfi.�s. SHEET Z o SITE DETAILS 1 C) a SHEET NUMBER o C6.0 - U BOLLARD MOUNTED SIGN 6, NOT TO SCALE #3 REBAR Q 18" O.C. (VERT) & #3 REBAR Q 18" O.C. (HORIZ) ICONTINUOUS. LOCATE ALL BARS MIN. OF 2.5" CLEAR FROM FACE OF CURB 2.5" IN FOR DRIVE-THRU NOTE: SIGNS SHALL BE FABRICATED USING SIF 0.08 NON -ILLUMINATED ALUMINUM WITH VINYL COPY APPLIED TO THE FIRST SURFACE. NOTE: VERIFY COLORS WITH LOCAL MUNICIPALITY. 2 PAINT SOLID 4 i� 4 w DIRECTIONAL ARROW NOT TO SCALE 4" PANTED UNE (TYP.) ACCESSIBILITY SYMBOL NOT TO SCALE NOTES: 1. GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 2. PAVEMENT MARKINGS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 3. CONTRACTOR SHALL USE MITE REFLECTIVE PAINT ON ASPHALT& YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN VW ICH CASE THESE CODES SHALL GOVERN. 1 PAVEMENT MARKINGS - 1 6 NOT TO SCALE SIGN R7-8 SIGN R7 -8P ALUMINUM SIGN SEE DETAIL ON THIS SHEET 2" GALVANIZED STEEL POST ROUND OR SQUARE, SET IN CONCRETE DARK BRONZE COLOR SEE BOLLARD MOUNTED SIGN DETAIL 6THIS SHEET i SMOOTH TOOLED a JOINT %"CONTRACTION JOINT FNISH AROUND (SEE TEM) j ALL EDGES(TYP) (SEE NOTE #1) (SEE NOTE fFI) B SIDEWALK ELEVATIONS VARY -HOLD FLUSH WITH FINISHED FLOOR AT D� .�... ..�,D. f • '.� '•'gyp ENTRANCEWAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING Z p ». q z y AND THE BACK -OF -SIDEWALK (SEE SITE PLAN). EXPANSION JOINTS DO NOT a I, APPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS. 1 D , D • p p i� . W .. EXPANSION JOINT 9 C6.0 I I I 5'-0'(TYP) CONCRETE CURB& 11 6.51MIN. GUTTER C6.0 j LIGHT BROOM FINISH (SEE SITE PLAN) (PERPENDICULAR TO TRA I PATH) CONCRETE SURFACE BUILDING AREA INSIDE OF TOOLED EDGE SLOPE 1:50 MAX. PAVEMENT, i TO CREATE PICTURE FRAME AS SPECIFIED IN EFFECT URETHANE JOINT SEALING 66WGAUGEWELDED BUILDING FOOTING GEOTECHNICAL REPORT I COMPOUND, 71P STRIP -OR WREL SEATED AND APPROVED EQUAL. 9 EXPANSIONJONTDON STANDS 3000 PSICOMPRESSIVE 2' STRENGTHCONCRETE 2.. - III _ III i N MIX PERSPECIFICATION.III -F-I bL x-.x-�-x -x ' e -x �,x 4"AGGREGAT L BASE COURSE STABILIZED AGGREGATE _ BASE COARSE, AS SPECIFIED FOR PAVEMENT I J' CONTRACTION JOINT COMPACTED SUBGRADE AS SPECIFIED Y' DECK -O -FOAM EXPANSION 4" AGGREGATE j (SEE NOTE #1) A JOINT FILLER W/ PRE -SCORED BASE COURSE NOTICE: ALWAYS ALIGN CURB 1 STRIP OR OTHER CFA APPROVED AND SIDEWALK JOINTS. MATERIAL 1 EXPANSION JOINT CONTRACTION JOINT NOTES: I 1. JOINTS AT 5'-9'O.C. TOOLED �'IMDE, 1"DEEP OR MAX.g DEEP MICHEVER IS GREATER. EXPANSION JOINTS AT 20'MAX.&ALL P.C.s, UNLESS APPROVED ORINDICATED OTHERWISE ONPLAN 1O SIDEWALK W/ CURB &GUTTER VIEW DONT PATTERN. 6 NOT TO SCALE y 9 CONCRETE SIDEWALK 6. r DOME TOP OF CONC. FTG. J' MAX. SEALANT & BACKER ROD OVER 1" JOINT FILLER ;ESERVEDALUMINUM SIGN PARKING PLATE, BAKED ® ENAMEL. SEE DETAIL ON THIS SHEET FOR DIMENSIONS. ACCEA591JBLE 9" 1" T MOUNT HEIGHT MIN. 1 I •'. T-6" CONCRETE BASE 4,000 PSI MIN. (28 DAY). ~ CONCRETE BASE = ACCESIBLE PARKING SIGN 6, NOT TO SCALE ALUMINUM TUBING, DARK BRONZE COLOR OR AS REQUIRED BY LOCAL JURISDICTION OR LANDLORD REQUIREMENTS. 30" RED e �'REFLECTIVE COLOR I �VM11TE 'REFLECTIVE COLOR NOTES: 1. SIGNS SHALL BE FABRICATED USING 7 SN O.B8 NON -ILLUMINATED ALUMINUM WITH VINYL COPY APPLIED TO THE FIRST SURFACE. 2. VERIFY COLORS WTH JURISDICTIONAL AUTHORITIES. 90 CONCRETE BASE STOP SIGN & STANDARD MOUNTING POST (MUTCD R 1-1) 11 STOP SIGN DETAIL 6 NOT TO SCALE 1 D° L D DRIVE-THRU NOT TO SCALE NOTE 1.S: GENERAL CONTRACTOR SHALL REFERT PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL 2. PAVEMENT MARKINGS SHALL BE APPLIED ACCORDING TO REOUI REMENTS AS OUTLINED IN SECTION 3B OF THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 3. CONTRACTOR SHALL USE WHITE REFLECTIVE PANT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR R IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. 4. IF STOP SIGNS ARE PROPOSED, "STOP'LETTERING ON STOP BAR DETAIL IS NOT REQUIRED. qCH X.]Y]\�/�J�h CI[.13Y\N X.]YNp138 1-8" n 512"7 SEE PLAN STOP BAR NOT TO SCALE "R 92 f - 3'd' PER FT, w 4.1 i LIGHT BROOM FINISH AO SPILLING CURB AND GUTTER 7 i1"R ` b a YjPER FT. f� LIGHT BROOM FINISH CATCHING CURB AND GUTTER OB STYPE "H" MOUNTABLE CURB & GUTTER NOTES: 1. CONCRETEFOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. 2. CONSTRUCTION STAKING FOR CURBING INSTALLATION SHALL BE REFERENCED (CUT OR TO THE TOP OF CURB 3. AT CONTRACTOR'S OPTION THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE. 4. CONTRACTION JOINTS AT 1P-0" O.C. TOOLED 1/4" (31/16",-0) WIDE, V OR MAX. D/4 DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 4O MAX. AND ALL P.C. s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. 5. WHERE GUTTER IS IN ADA PATH, SLOPE OF GUTTER FROM LIP TO FLOWLNE SHALL BE NO MORE THAN 2%. 6. CURB EXPOSURES VARY. SEE GRADING PLAN FOR FLUSH CURB LOCATIONS. 8 24" CONCRETE CURB & GUTTER 6 NOT TO SCALE 4' PCC SURFACE 6" PCC SU #9 BARS-18"O.C.E.WA 1 �- 5.5" PCC / 6'1/ AGGREGATE BASE STABLESUBGRADEOR COMPACTED SELECT FILL AS REQUIRED PER GEOTECH REPORT FIL Mj ZSY 5" PCC OVER 6' AGGREGATE BASE STABLESUBGRADEOR COMPACTED SELECT FILL AS REQUIRED PER GEOTECH REPORT PARKING NOTES: 1. DESIGN PER GEOTECH REPORT BY TERRACON, DATED JANUARY 3, 2022. 2. PAVEMENTS& SUBGRADES INCLUDING MATERIALS& COMPACTION SHALL MEET STANDARDS & SPECIFICATIONS OF THE GOVERNING DEPARTMENT OF TRANSPORTATION. 3. JOINTING & SPACING SHALL BE PER CONCRETE JOINT DETAILS. 4. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,50) PSI ® 28 DAYS. 12 CONCRETE PAVEMENT 6 NOT TO SCALE E o00� 0 0 po� a) Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 �OOWL 309 SW STH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION 1 PAVEMENT MARKINGS -2 6 NOT TO SCALE PRINTED FOR PAVEMENT DIMENSION REFER TO FACE I PAVEMENT T DATE OF CURB UNLESS INDICATED FACE OF CU Z OTHERWISE OTHERWISE AG I z -v "R 92 f - 3'd' PER FT, w 4.1 i LIGHT BROOM FINISH AO SPILLING CURB AND GUTTER 7 i1"R ` b a YjPER FT. f� LIGHT BROOM FINISH CATCHING CURB AND GUTTER OB STYPE "H" MOUNTABLE CURB & GUTTER NOTES: 1. CONCRETEFOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. 2. CONSTRUCTION STAKING FOR CURBING INSTALLATION SHALL BE REFERENCED (CUT OR TO THE TOP OF CURB 3. AT CONTRACTOR'S OPTION THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE. 4. CONTRACTION JOINTS AT 1P-0" O.C. TOOLED 1/4" (31/16",-0) WIDE, V OR MAX. D/4 DEEP WHICHEVER IS GREATER. EXPANSION JOINTS AT 4O MAX. AND ALL P.C. s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. 5. WHERE GUTTER IS IN ADA PATH, SLOPE OF GUTTER FROM LIP TO FLOWLNE SHALL BE NO MORE THAN 2%. 6. CURB EXPOSURES VARY. SEE GRADING PLAN FOR FLUSH CURB LOCATIONS. 8 24" CONCRETE CURB & GUTTER 6 NOT TO SCALE 4' PCC SURFACE 6" PCC SU #9 BARS-18"O.C.E.WA 1 �- 5.5" PCC / 6'1/ AGGREGATE BASE STABLESUBGRADEOR COMPACTED SELECT FILL AS REQUIRED PER GEOTECH REPORT FIL Mj ZSY 5" PCC OVER 6' AGGREGATE BASE STABLESUBGRADEOR COMPACTED SELECT FILL AS REQUIRED PER GEOTECH REPORT PARKING NOTES: 1. DESIGN PER GEOTECH REPORT BY TERRACON, DATED JANUARY 3, 2022. 2. PAVEMENTS& SUBGRADES INCLUDING MATERIALS& COMPACTION SHALL MEET STANDARDS & SPECIFICATIONS OF THE GOVERNING DEPARTMENT OF TRANSPORTATION. 3. JOINTING & SPACING SHALL BE PER CONCRETE JOINT DETAILS. 4. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,50) PSI ® 28 DAYS. 12 CONCRETE PAVEMENT 6 NOT TO SCALE E o00� 0 0 po� a) Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 �OOWL 309 SW STH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT # (4841.01 PRINTED FOR CONSTRUCTION DOCUMENTS CO DATE A H JUNE 2023 Z DRAWNBY AG LU Inl mncWarc mtlsa�In81 ddPla fil« Proiuxd la slave nmed prq W C) yrc GeriPraJ inammxmvr tM O«pressvMMnavaGal==*1 z .xmrnw pny«I rrpr«�nfi.�s. SHEET Z o SITE DETAILS 1 C) � SHEET NUMBER o C6.0 - U C 7 C i-1 4 RESUME TYP. CONCRETESLOPING AWAY FROM MENU BOARD 12" CURB EXTENSION #3 REBAR Q 18" O.C. (VERT) & 2" #3 REBAR Q 18" O.C. (HORIZ) ° T CONTINUOUS LOCATE ALL ° " < 1} BARS MIN. OF 2.5" CLEAR T FROM FACE OF CURB a I� a BASE COURSE a LANDSCAPE PROTECTION CURB EXTENSION 6 NOT TO SCALE n 24" LUBRICATED NO.8 SMOOTH DOWEL URETHANEJOINT SEAUNGOOMPOUND e ry y`X ` T'(MIN.) #3 BARS ON 18" ON J CENTER EACH WAY 3' DECK -0 -FOAM EXPANSION JOINT FILLER W/ PRE -SCORED STRIP OR OTHER CFA APPROVED MATERIAL ° ` d CLEARANCE DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED. TO BE INSTALLED 1'-0" C.0 LUBRICATE THIS END NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 51NCH AND 61NCH PAVEMENT THICKNESS. 2. LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL EQUIPMENT. 4. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 5. JOINT SPACING TO BE 24'X24' (EVERY OTHER DONT) 5 EXPANSION JOINT 6 NOT TO SCALE SEE PLAN FOR SLAB THICKNESS 4000 PSI COMPRESSIVE STRENGTH CONCRETE a' WIDE SAWED OR PREMOLDED JOINT, 12' MAX. SPACING, SEAL JOINTS WITH POLW REDiANE SEALANT TO WITHIN;"FROM TOP. a ° c a d ° SUBBASE SEE NOTE M NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. NOT TO SCALE 4 m NEW 3 ------------- CANOPY ABOVE MENU BOARD 12' EJ L EXTENDCJ CJ = CONTRACTION JOINT THROUGH CURB PAINT 2' TOP OF EJ=EXPANSION JOINT (TYP.) CURBYELLOW ISLAND PLAN J ISLAND CURB ELEVATION DRIVE-THRU ORDER POINT ISLAND 6 NOT TO SCALE RESUME TYP. CJ PATTERN CONIC. SLAB POURED W/ ISLAND 6" PIPE BOLLARD 4 FILLED w.CONCRUE C6.1 PAINTED DARK BRONZE 1919i:L1, 413p1 / o ` KEYED CONSTRUCTION JOINT 6 NOT TO SCALE CIVIL TO VERIFY RAMP REQUIREMENTS BY STATE. MATCH SIDEWALK WIDTH ° 6 MIN. U PRINTED FOR FMIN. TRANSITION w DATE A H JUNE 2023 TRANSITION 1V:i AX 3 w z IMa mncWarc mtlsa�In81 CONTRACTOR TO SAW CUT, REMOVE O' 4 ynd GereprdM inammvsYlVtl X AND REPLACE TOF EX. ASPHALT h GQ alM+l[ed pm.c -s. SHEET 41 SLOPE PAVEMENT TO CONSTRUCT KEY JOINT. rc SITE DETAILS 2 LL W SIDE FLARES TO BE 1:12 WHERE THERE IS NO 1p r iEXISTING SHEET NUMBER 0 ASPHALT LOCATIONS. C6.1 z j p 8 RAMP. PAVEMENT AND Z BASECOURSE yQj b PROPOSED ANCHOR STEEL PIPE CONCRETE PAVING IN CONCRETE FOOTING , q b EXPANSION JOINT Z-0" DIAMETER x 2'6" DEPTH (c ASPHALT PAVEMENT 1 CONCRETE PAVEMENT/ / 1 • SLAB APPLICATIONS — III—III—III—I—III IIIIIIIII II T I- REMOVcAL SAWCUT LINE / o ` KEYED CONSTRUCTION JOINT 6 NOT TO SCALE CIVIL TO VERIFY RAMP REQUIREMENTS BY STATE. TV 12H MAX I SIDEWALK i SIDEWALK f b C N CURB b B DETECTABLE WARNING PAVEMENT FLARED SIDES TV 10H MAX. C6.1 DEVICE "ERE REQUIRED) GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA 10 CURB RAMP w/ FLARED SIDES 6 NOT TO SCALE 3 y y y y y �yy K NOTE: 1. ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FIFE 0'. 2. FOR LC FOOTPRINT DECREASE LANDING FROM 38' TOM'. LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW. DRIVE-THRU PLAN - FLUSH WITH FIFE IQ6y NOT TO SCALE VERTICAL SAW CUT "WIDE(MIN.) URETHANE JOINT SEALING COMPOUND (TOP t' NO SEALING COMPOUND) MATCH SIDEWALK WIDTH ° 6 MIN. (TMIN. RAMP PRINTED FOR FMIN. TRANSITION WITH CONCRETE DATE A H JUNE 2023 TRANSITION 1V:i AX 3 V:10H No IMa mncWarc mtlsa�In81 O CURB ynd GereprdM inammvsYlVtl X vnlMna vaGalwmaY bm BRONZE TONE EXTERIOR alM+l[ed pm.c -s. SHEET SE ENAMEL PAINT AT DRIVE THRU. SITE DETAILS 2 PANT BOLLARD WITH BRONZE SIDE FLARES TO BE 1:12 WHERE THERE IS NO 1p r COLOR AT ALL OTHER SHEET NUMBER 0 LANDNGATTOPOF LOCATIONS. C6.1 z j — U RAMP. TV 12H MAX I SIDEWALK i SIDEWALK f b C N CURB b B DETECTABLE WARNING PAVEMENT FLARED SIDES TV 10H MAX. C6.1 DEVICE "ERE REQUIRED) GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA 10 CURB RAMP w/ FLARED SIDES 6 NOT TO SCALE 3 y y y y y �yy K NOTE: 1. ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FIFE 0'. 2. FOR LC FOOTPRINT DECREASE LANDING FROM 38' TOM'. LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW. DRIVE-THRU PLAN - FLUSH WITH FIFE IQ6y NOT TO SCALE VERTICAL SAW CUT "WIDE(MIN.) URETHANE JOINT SEALING COMPOUND (TOP t' NO SEALING COMPOUND) n BARS ON W' CTRS. BOTH � SUBBASE WAYS SEE NOTE M NOTES: 1. JOINT SPACING TO BE 1 T x 1TWITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. 2. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 7 CONTRACTION JOINT 6 NOT TO SCALE yice/ CONCRETE SIDEWALK STANDARD PER PLAN NOTES: 1. SEE DETECTABLE WARNING DETAIL ON THIS SHEET. 2. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. 3. TACTILE WARNING STRIP TO BE A MINIMUM OF 2' IN DEPTH AND SPANS THE FULL WIDTH OF THE RAMP. 4. RAMP TO BE CENTERED IN CROSSWALK. 5. RAMP TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. 11 ACCESSIBLE SIDEWALK RAMP DETAIL 6 NOT TO SCALE E 1 TROWELED, ROUNDED CONCRETE 6^ STEEL PIPE CIVIL'S PROJECT # ° 4841.01 (SCHEDULE 80) FILLED PRINTED FOR d. CONSTRUCTION DOCUMENTS WITH CONCRETE DATE A H JUNE 2023 Z DRAWN BY 3 LU IMa mncWarc mtlsa�In81 O ` ynd GereprdM inammvsYlVtl X vnlMna vaGalwmaY bm BRONZE TONE EXTERIOR alM+l[ed pm.c -s. SHEET SE n BARS ON W' CTRS. BOTH � SUBBASE WAYS SEE NOTE M NOTES: 1. JOINT SPACING TO BE 1 T x 1TWITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. 2. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 7 CONTRACTION JOINT 6 NOT TO SCALE yice/ CONCRETE SIDEWALK STANDARD PER PLAN NOTES: 1. SEE DETECTABLE WARNING DETAIL ON THIS SHEET. 2. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. 3. TACTILE WARNING STRIP TO BE A MINIMUM OF 2' IN DEPTH AND SPANS THE FULL WIDTH OF THE RAMP. 4. RAMP TO BE CENTERED IN CROSSWALK. 5. RAMP TO BE CONSTRUCTED SEPARATELY FROM SIDEWALK AND ISOLATED BY EXPANSION JOINT MATERIAL. 11 ACCESSIBLE SIDEWALK RAMP DETAIL 6 NOT TO SCALE E 1 TROWELED, ROUNDED CONCRETE 6^ STEEL PIPE CIVIL'S PROJECT # 4841.01 (SCHEDULE 80) FILLED PRINTED FOR h CONSTRUCTION DOCUMENTS WITH CONCRETE DATE A H JUNE 2023 Z DRAWN BY 3 LU IMa mncWarc mtlsa�In81 O PAINT BOLLARD WITH DARK ynd GereprdM inammvsYlVtl X vnlMna vaGalwmaY bm BRONZE TONE EXTERIOR alM+l[ed pm.c -s. SHEET SE ENAMEL PAINT AT DRIVE THRU. SITE DETAILS 2 PANT BOLLARD WITH BRONZE 1p r COLOR AT ALL OTHER SHEET NUMBER 0 LOCATIONS. C6.1 z j — U D Z ANCHOR STEEL PIPE IN CONCRETE FOOTING , q b EXPANSION JOINT Z-0" DIAMETER x 2'6" DEPTH (c ASPHALT PAVEMENT CONCRETE PAVEMENT/ / APPLICATIONS SLAB APPLICATIONS 11-1111-11111-111-1111 e. III VIII VIII VIII/ b I I II I I� 4 CONCRETE BOLLARD 6 NOT TO SCALE 1.2625" 1.670" TYP. 000000 000000000 000 01c 000000 000000000 000 000000 000000000 coo 00000 0000 o ELEVATION 0000 00 00 0 00 0 000 c 0 000 SS NOTE: PREFABRICATED PANELS d PER A.D.A. ACCESSIBILITY 00 0 000 00 0 000 H GUIDELINES SECTION 4.29.2& 0000 r). 00000 O A4.M.2 SHALL BE USED. 00000 0000000 00 00000 000000000 000 b 0000 000000000000000 pd NOTE: eFIELD 000 O O 000000000 c 0 c a MCROLTEXETURE 00 0 O 0000000 O O 41 POINTS PER SQUARE 0000 00000 INCH 000 00 O 00 000 00 O 000 000 000 000 00 000 00 0.09.• Coco O O ry 0.09" g TYR a TYR PLAN NOTES: 1. THE DETECTABLE WARNING DEVICE SHALL BE LOCATED SO THAT THE NEAREST EDGE OF THE DEVICE IS 6 TO 8 INCHES FROM THE FACE OF CURB LINE. 2. DETECTABLE WARNING DEVICE SHALL BE 24 INCHES N THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE RAMP OR FLUSH SRUFACE. 3, DETECTABLE WARNING SURFAC ES SHALL BE CON STRUCTED BY TEXTUR ING PRODUCTS CONFORMING TO PROWAG RM4. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. CONTRACTOR SHALL CONFIRM LOCAL CODES ARE MET. 4, MERE A CU RS RAMP IS CONSTRUCTED WITHI N AN EXISTING CU RB CURB &GUTTER AND/OR SIDEWALK THE EXISTING CURB & GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CUR B TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB & GUTTER IS LESS THAN 6 LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN S. 5. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARYCONTRAST, EITHER DARK -ON -LIGHT, OR LIGHT -ON -DARK. STANDARD DOME COLOR IS BRICK RED. 6. TRUNCATED DOMES TO BE INSTALLED USING ARMOR TILE CAST IN PLACE DOME TACTILE TILE. PART NUMBER ADA -2424 OR OTHER EQUIVALENT APPROVED MATERIAL. PREFERRED MANUFACTURER ARMOR TILE TACTILE SYSTEMS LANCE MITCHELL(919)622-4615 UNLESS PAVERS ARE REQUIRED, CONTRACTOR TO VERIFY THAT CURB RAMPS MEET LOCAL CODES AND ADA REQUIREMENTS. %$� DETECTABLE WARNING DEVICE 6 NOT TO SCALE 1 E09o00� 0 0 ° 000 Ooo Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 *hDOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 W C In Q 1 J z `6 'OU.^^ V 1 W 0 Uj LULU ILL 0 V`V FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT # 4841.01 PRINTED FOR CONSTRUCTION DOCUMENTS UJ DATE A H JUNE 2023 Z DRAWN BY AG LU IMa mncWarc mtlsa�In81 ddPlafilxsproiuxdlasLavenmedprgW U ynd GereprdM inammvsYlVtl Qexpress vnlMna vaGalwmaY bm alM+l[ed pm.c -s. SHEET o SITE DETAILS 2 U [if SHEET NUMBER DO o C6.1 — U 4 C SEE NOTE #1. NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. FOR LC FOOTPRINT DECREASE LANDING FROM 38' TO 39. LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW. DRIVE-THRU ISOMETRIC 6 NOT TO SCALE S"AGGREGATE BASE COURSE SEE NOTE M. AUG44e llllgci KI h h w �i U_ 4000 PSI COMPRESSIVE STRENGTH CONCRETE w MIX PER SPECIFICATION. �1 #4 REBAR C 24" OC OR z Ip REBAR ®18" OC, BOTH i h iv DIRECTIONS d I x e x — x e x F14FIRI- 4:JI NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE PROJECT GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2. CONTRACTOR TO SET REBAR ON DOBIES PRIOR TO POUR CONCRETE PAVEMENT DRIVE-THRU LANE NOT TO SCALE Y N on w i-1 1-1/4" PIPE RAIL TO MEET ADA REQUIREMENTS AND OREGON SPECIALTY CODE CONFIRM RAIL COLOR WITH ARCHITECT/OWNER CONCRETE LANDING PER PLANS A IMBED HANDRAIL POST 10" 12"X4" NON -SHRINK GROUT – 20"X12" HANDRAIL FOOTING — HANDRAIL DETAIL NOT TO SCALE M 0 F M 6" CONCRETE CURB SEE NOTE 6 NOTE: 1. ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE=O'. 2. FOR LC FOOTPRINT DECREASE LANDING FROM WTO 39. LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW. 2� DRIVE-THRU PLAN - FLUSH WITH FFE C6. NOT TO SCALE ASPHALT PAVEMENT AND BASE COURSE 4000 PSI COMPRESSIVE STRENGTH CONCRETE #3 ® 17' ON CENTER EACH WAY �nf 12" 4' SEE NOTE M 6" AGGREGATE BASE COURSE SEE NOTE #1. #4 REBAR FOR CONTINUOUS REINFORCEMENT OF THICKENED EDGE NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. CONCRETE APRON AT TRASH ENCLOSURE NOT TO SCALE CONCRETE LANDING PER PLANS 4 I 3 SIGN TO BE PLACED AT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN ji TI. Nc S,L B/ Nc 15, Ba: Bal Tot K SEE SITE PLAN \_1T' WIDE MITE STRIPES C 36" CENTERS NOTES: 1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE REQUIREMENTS AND AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2. MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL 3. THESE MARKINGS ARE TO BE PANTED REFLECTIVE MITE. J ` CROSSWALK MARKINGS 6 NOT TO SCALE CURB LSIGN TO BE PLACED AT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN STRATA GREASE INTERCEPTOR - 1500 rct - u., zn e r-..,.. ate: Designed for 0 to 5'-0" of Cover GREASEINTERCEPTOR STRATA ICI Oldeastle Precast File Name: 020 -STRATA -1500 GREASE INTERCEPTOR PO Box 323, Wilsonville, Oregon 9]0]0-0323 Issue Date. 2016 GGI.1500 GALLON Tel: (503) 61 Fax: (503) 682-2657 oldcaslleprecast.com/wilsonville CP Nil 4 N 1 iin FLAT CUT NUM ALUMICOPY ON FACE ARM FACING \\\\` ENTRY TO ALUMINUM C TO MATCH SW#54103 #5403 GRAY T z Fix %g' HSS w/ CAPPED ENDS 0 6"x 6"x Vig'PISS w/%'STEEL O1 CAP PLATE ETCHED PLATE ON REAR OF CENTER SUPPORT; SEE SIGN STANDARDS 13"x13" x%" STEEL BASE PLATE W/(4)Vi O ANCHORS ON 8' CENTERS IN EA. DIRECTION DRIVE-THRU LANE /y'0 x 36"HEADED ANCHOR BOLTS w/31/j' - "<X\ %PROJECTION ABOVE GRADE; #4 TIES® 12" O.C. 2o0p9 x 4-0" DEEP CONC. PIER w GEOT CHNICAL R PORT PRIORFOUITDATION; VERIFY ER SIZE O CONSTRUCTION 8" FROM BACK OF CURB NOTES: 1. ENTIRE CLEARANCE BAR & HARDWARE TO BE POWDER COATED OPC P-820 MATTE BLACK FINISH 2. CLEARANCE BAR ARM TO ROTATE WHEN STRUCK & RETURN TO ORIGINAL POSITION 3. COORDINATE W/ THE ARCHITECT& STRUCTURAL ENGINEER DRIVE-THRU CLEARANCE BAR NOT TO SCALE STRATA GREASE INTERCEPTOR - 1500 to' -Y g._g. 3,_6. 3,_6„ JI 2'-B 2'-2}' 6"m Sump (3 Places) / J Casting Not Shown ThIView i{yJ_[} - z 2 ' vent r �"'•.`t Term Duct in TOP (1 Eachcb End) I eZ i, A AI I—Del.. `---------------- ---- - '----- (3)- No. 30 x 4 Castings Hoax Lift Anchor (Balt -Down and pocketed) (4 Places in Top & Bnse) 30" Dia, Clear Acaeee PLAN VIEW 14^ OUTLET at 30" Grade Rings Availablew/Flexible Boot INLET( Recommen) ded 12" Maximum Connector Ias w/Flexible Boot tar 4' & 6" Pipe E no Connector Risers Available for 4" & 6" Plpe Butyl Resin Be.or in — T =i _ i; ----V —---------- — — — — I 3 I I do onn i ^• E i Ig aarne Wall I ° m �5"! T -6r i 2'-21f 5 Dullet Bay Grease Interceptor. SIDE VIEW - Designed in accordance with IAPMO/ANSI 21001. Manufactured per ASTM C1613 - Loadingper ASTM C890 for Adigi HS20-44 vernald loading and m soil c of 5'-0" p g - Corrosion allowable BFus (Drainage Fixture o Units) 412 (fe of the la lsoo gmmn sae) Corrosion resistant coaling/Ilner available to extend the life o! the tank Manufacturer's recommendation, : - Fill Ilft anchor pockets with groutVon . The, to eachand to open atmosphere, with Friar m "start nUp"sp of System, fill with clean wafer Schedule inlet bay m bottom in naw cannel (approx. one root deep). - Follow Regular Inspection, Cleaning, ed Maintenance Schetlule (See Clean Out &Maintenance Instructions) GREASE INTERCEPTOR STRATA 10 Oldcastle PrecastFile Name020-STRATAI GREASE INTERCEPTOR : -1500 PO Box 323, Wilsonville, Oregon97070-0323 Issue Dale: 2016 GGI-1500 GALLON Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.com/wilsonville 20.0 I 20.1 2 1 E o00� ac 00oo 0 D 09 o Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 W 0. C Q J � L— `6 'z^^ 0 1 W 0 Cl LLJ J B V FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT # (4841.01 PRINTED FOR CONSTRUCTION DOCUMENTS U DATE A H JUNE 2023 Z DRAWN BY AG LU InlamMonconarctl on this andsong aN In 81 ddgtwfilespra]uxdla&L nm dprgW Unoxydalbereproodaudefliniumevendeavathal O«presswMMnavaGal=*1 I «tna<i:ed prg«trapr«exafi.�s. SHEET Z O_ SITE DETAILS 3 U � SHEET NUMBER oW C6.2 U 4 2'-4 5/8" �LJ LJ LJ ILJ 7-45/8" Ll E LJ LJ LJ LJ LJ LJ � � LJ 1/4" ANGLE PLAN THICKNESS MIN. DEPTH TO MATCH LRATE DEPTH c) 46"-111/4" I/ OUTLET PIPE USE ENLARGER TO CONNECT TO STORM MAIN LARGER THAN 8". OLYMPIC FOUNDARY, INC. 27-1/2" x 27-1/2" CATCH BASIN GRATE OR APPROVED EQUAL. LYNCH STANDARD CAST IRON GRATE (2" THICK- H-25 LOAD) GRATE FRAME 61/2 31/2" I _ 2,. 4CENT. I`3" 3/16" SECTION C -C ) K3 HINGE -12 GA. STAINLESS STEEL, 21/2 OPEN WITH 1/2" KNUCKLE, 10" LONG WITH 1/4" PIN (FASTEN WITH 6 @ 1/4" STN. STL. BOLTS) 7° 1/4" PLAC-900 10 GA. SHT. METAL(TYP.) SIDES A ______--- SEE NOTE #2 ________ OUTLET ________ DIAM. C -900I '"MIN.DYP.) I 1.-0„ C C (TYP.) 3/16"L11DETAIL"B" 24"MIN. CLEANOUT 3/16" I C-90045°BENDS 1/4" PLATE (TYP.) I SIDESAND BOTTOM I - CALCULATED LE.OUT I I AS SHOWN ON PLANS PIPE MATER IAL AS SHOWN IN PLANS. 2'-0 1/2" SQ. ELEVATION GENERALNOTES: 1. BASIN SHALL BE CONTINUOUSLY WELDED. SIDES AND BOTTOM SHALL BE BUTT WELDED OR MEMBERS MAYBE OVERSIZED AND FILLET WELDED. 2. ASPHALT COAT OR GALVANIZE ALL SURFACED OF CATCH BASIN. 3. BREAK SHARP CORNERS AFTER WELDINGS. 4. ALL CATCH BASIN GRATES SHALL BE PAINTED BLACK AND SECURED TO THE BASINS USING BOLD OR APPROVED FASTENERS. ALL CATCH BASIN GRATES SUBMIT METHOD FOR REVIEW BY ENGINEER. C 5. CONTRACTOR MAY SUBMIT FOR ALTERNATE SUMP CATCH BASIN. 1 TYPICAL TRAPPED STYLE CATCH BASIN 26.3 NOT TO SCALE i-1 ASPHALT SECTION. 4" THICK CONCRETE SANITARY CLEAN OUT AND COVER, P-15, PRIME AND PANT FLAT BLACK. 8" PIPNG IS FREE OF C.O. COVERSUCH THAT LOADING ISNOT TRANSMITTED TO PIPING. COMBINATION, TYP NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAIL CLEAN-OUT OUTSIDE OF BUILDING NOT TO SCALE 4 3" OUTLET DIAM. 6" 1 1/8" 3/4" I I 11 1/2" 1 MEMBRANE 6" 10 1/2' COLLAR � K AC OR CONCRETE PAVING OR OTHER SURFACING ro 4: e FI -11_ MIN - n T CLASS 3000 pECIFIE CONCRETE CONCRETE 4" IN PAVED AREAS ONLY THREADED PLUG 171/8" MIN CAST IRON FRAME NOTE: 3/4" INSTALL 2'x2'x4" CONCRETE 4° PAD IN UNPAVED AREA. MIN 4" 5/� � 4.. 2 yg: MIN 1/2" 9 7/8" NOTE: a' ALL CLEANOUT MATERIAL TO BE SAME AS CARRIER PIPE. 4" CONCRETE :o- 1 CAP J— 6.1 CLEANOUTcoMPACTED AGGREGATE BASE ROCK STANDARD CLEANOUT NOT TO SCALE NON -WOVEN FILTER FABRIC MIRAFI 140N OR EQUAL OVERLAP EDGES 4" MINIMUM 4" RIGID PERFORATED PIPE ENCASED WITH FILTER SOCK 6" MIN SEE SPECIFICATIONS FOR a BACKFILL REQUIREMENTS 1" CRUSHED CLEAN < <. DRAIN ROCK A 6" FOOTING a SEE STRUCPORM LANS ~ I�DRAIN 2" 6" 6" BACKWATER CHECK VALVE SEE THIS SHEET FOR DETAILS FOOTINGM/ALL DRAIN DETAIL NOT TO SCALE r51 FOOTINGMALL DRAIN DETAIL NOT TO SCALE 3 FINISH GRADE STANDARD CAST IRON FRAME AND COVER 1 TYPICAL MANHOLE STEPS CAP BOTTOM OF PVC "CROSS" AND DRILL 3.25" DIAMETER HOLE 12" INLET THROUGH CENTER OF CAP. ORIFICE TO BE SET 12" BELOW INVERT OF OUTLET PIPES AS NOTED ON PLANS. PLAN NOTES: 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE DETAIL ON PLANS. 2. INLET AND OUTLET PIPE DIAMETER AS NOTED ON PLANS 3. ALL OUTLETS SHALL HAVE FLOW CONTROL DEVICE. ANCHOR TO WALL WITH STAINLESS STEEL RISER CLAMP OR STAINLESS STEEL BAND AND STAINLESS STEEL EXPANSION ANCHORS MIN. 2 PLACES. STEEL BAND TO BE MIN. OF 2" WIDE EL 12" PIPE OUTLET EL: 1410.67'K A EL: 1408.67' OUTLET FLOW CONTROL E o00� 0 Wpo o 6 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 N.T.S. *hDOWL - y2' SELF TAPPING CONCRETE 309 SW STH AVENUE, #700 ANCHORTAINLESSSTEEL-12 OR EQUAL. PORTLAND, OREGON 97204 J4"X1 Yz' STAINLESS STEEL BOLT. 971-280-8641 D FLAT TOP RUBBER GASKETf I} CIVIL'S PROJECT # I I NON -ADHESIVE PRINTED FOR MEMBRANE 6" 1 COLLAR � MIN. I I 1 TYPICAL MANHOLE STEPS CAP BOTTOM OF PVC "CROSS" AND DRILL 3.25" DIAMETER HOLE 12" INLET THROUGH CENTER OF CAP. ORIFICE TO BE SET 12" BELOW INVERT OF OUTLET PIPES AS NOTED ON PLANS. PLAN NOTES: 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE DETAIL ON PLANS. 2. INLET AND OUTLET PIPE DIAMETER AS NOTED ON PLANS 3. ALL OUTLETS SHALL HAVE FLOW CONTROL DEVICE. ANCHOR TO WALL WITH STAINLESS STEEL RISER CLAMP OR STAINLESS STEEL BAND AND STAINLESS STEEL EXPANSION ANCHORS MIN. 2 PLACES. STEEL BAND TO BE MIN. OF 2" WIDE EL 12" PIPE OUTLET EL: 1410.67'K A EL: 1408.67' OUTLET FLOW CONTROL E o00� 0 Wpo o 6 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 N.T.S. *hDOWL - y2' SELF TAPPING CONCRETE 309 SW STH AVENUE, #700 ANCHORTAINLESSSTEEL-12 OR EQUAL. PORTLAND, OREGON 97204 J4"X1 Yz' STAINLESS STEEL BOLT. 971-280-8641 D FLAT TOP RUBBER GASKETf I} CIVIL'S PROJECT # --- // CLAMP DETAIL PRINTED FOR (cNps��l LID WITH SUBURBAN FRAME DATE A H JUNE 2023 12"TYP' DRAWN BY PROVIDE 3/4"-0 FOR A AG SHEAR GATE WITH CONTROL ROD': 6'SCHEDULE 40 PVC WITH MINIMUM OF 6"AROUND d�PlB files Proiuxd la aLavenmed PrgW ATTACHED TO TOP STEP WIRE SCREEN FOR RODENTS -SEE DETAIL THIS SHEET Oexpress OUTLET FLOW CONTROL PLASTIC PIPE "CROSS" OR o APPROVED EQUAL. SIZE OF "CROSS" TO MATCH o STORM DETAILS 1 OUTLET DIAMETER AS SHOVMI ON PLANS INLET PLrnv PLM OUTLET EL: 1410.67' SHEET NUMBER EL: 1410.67' ta. o C6.3 — U EL: 140867 SECTION B -B B a 5"MINIMUM 60" CAP BOTTOM OF PVC'T"AND DRILL 3.25" DIAMETER HOLE THROUGH CENTER OF CAP. ORIFICE TO BE SET '.ri•.:a'r's'!'::'a'j'1,i�5..b.i�j.TYf[ • ' � :'i:y'i " 24" BELOW INVERT OF OUTLET PIPE AS NOTED ON PLANS. s FLOW CONTROL MANHOLE DETAIL C6.3 NOTTOSCALE NON -SHRINK GROUT STANDARD MANHOLE GRADE RING 14" MIN. WATERTIGHT PIPE PLUG PER PLUMBING CODE CIVIL'S PROJECT # 5'x c' DOWNSPOUT OPTION'W- SMALLER BUILDINGS EXTERIOR PRINTED FOR CONSTRUCTION DOCUMENTS RESCREEN DATE A H JUNE 2023 FOR RODENTS DRAWN BY PROVIDE 3/4"-0 FOR A AG LU 6'SCHEDULE 40 PVC WITH MINIMUM OF 6"AROUND d�PlB files Proiuxd la aLavenmed PrgW U WIRE SCREEN FOR RODENTS -SEE DETAIL THIS SHEET CLEANOUT wV ASSEMBLY BODY r6i1 BACKWATER CHECK VALVE NO 10 SCALE E E SEE NOTE #1 1% MINIMUM SLOPE STORM SEWER PIPE (SIZE VARIES) 45 BEND SEE NOTE #2 SEE GRADING PLAN FOR LOCATION (SCH 40 PVC) TO WITHIN 5' FROM BUILDING, REMAINDER TO BUILDING & HOOKUP IS TENANT RESPONSIBILITY NOTES: 1. FOR ALL DEPTHS OF COVER LESS THAN TWO 2 FEET PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY 8E USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3. TH E DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SREWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. n BUILDING DOWNSPOUT CONNECTION NOT TO SCALE 1 LU c Q Q J � Off z LL W Uj J LL0 B r \n V N FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT # 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS UJ DATE A H JUNE 2023 Z DRAWN BY AG LU immi mn°wmzdmsna'.ereadinai d�PlB files Proiuxd la aLavenmed PrgW U v^d ee rePmd«ed ma"v amr wiw Oexpress vnlMna vaGalwmaY bm a+Mr¢ed Pra«I rept«aaafiws. SHEET o STORM DETAILS 1 U [if SHEET NUMBER o C6.3 — U C C i-1 In ACCESS COVER STORMFILTER CARTRIDGE PERMANENT POOL ELEVATION CARTRIDGE SUPPORT FLOW KIT CATCHBASIN FOOT LYS. OF 4) 4 2'1" _I- 2'4" INSIDE RIM INSIDE RIM 4.�B. OUTSIDE RIM PLAN VIEW 4'4%^ 2'0" X3'4" B VANED INLET GRATE (SOLID COVER OPTIONAL) OPTIONAL SLOPED LID M FILTRATION BAYINLET LsL�\ INLET STUB (OPTIONAL) CLEANOUT B, 1- ACCESS PLUG ON WEIR WALL SECTION A -A StormFilter ALL SNOUTS AND TRAPS FOR CATCH CONCRETE COMAS BASINS AND WATER QUALITY OUTLET INVERT ELEVATION AND DEBAR TO MEET STRUCTURES SHALL BE AS 18 DEEP HS201F APPLICABLE BY .) -1 SURFACE CANNOT 1 60" MIN/84" MAX CONTRACTOR lL .I INC. A 53 MT. ARCHER RD. z i6]'gpmis! Ym 2gpmAX SEE DETAIL 100 IgpMsf ry0N 225 1819 , (860) 434-0277, (860) 434-3195 NOTES: VANED INLET GRATE (SOLID COVER OPTIONAL) OPTIONAL SLOPED LID M FILTRATION BAYINLET LsL�\ INLET STUB (OPTIONAL) CLEANOUT B, 1- ACCESS PLUG ON WEIR WALL SECTION A -A StormFilter ALL SNOUTS AND TRAPS FOR CATCH MIN 0.20 FT ABOVE BASINS AND WATER QUALITY OUTLET INVERT ELEVATION 1 } STRUCTURES SHALL BE AS 18 DEEP DEBRIS ON MANUFACTURED BY: SURFACE CANNOT 1 60" MIN/84" MAX I SUMP BEST MANAGEMENT PRODUCTS, INC. � 53 MT. ARCHER RD. - i6]'gpmis! EWE, CT 06371 2gpmAX SEE DETAIL 100 IgpMsf CARTRIDGE FLOW DATE(gpm) 225 1819 a. (860) 434-0277, (860) 434-3195 NOTES: ]5 1, ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF FAX TOLL FREE: (800) 504-8008, ASTM C-470 AND APPLICABLE PROVISIONS OF STC. MANHOLE DRAWING PEAK HYDRAULIC CAPACITY (888) 354-7585 1.8 2, INLET AND OUTLET PIPE NOT TO EXCEED 13" DIA, 1.8 WEB SITE: WWW.BMPINC.COM 10' 1-D' SUMP VOLUME AVAILABLE PER DEPTH OF OR PRE -APPROVED EQUAL. SUMP OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. 36" MINIMUM 60" MAXIMUM SEE DETAIL #260 INLET 5. ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED INTO 72" M.H.= 84.8 CF 141.3 OF CONCRETE; ANCHORING INTO GROUT IS NOT AUTHORIZED. FLOW 6 -THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL PROVIDE SPECIAL DETAIL FOR VOLUME 2 MANHOLE ACCESS POINTS REQUIRED ANTI -SIPHON VENT PLAN (EXTEND ABOVE HOOD MIN. 3" TO MAX. 24") WATERTIGHT SEAL SEE DRAWING #030 PIPE TYPE. SIZE, AND CONNECTON PER PLAN, AS APPROVED OUTLET .Vusaccx" _ VY FLOW 0 v s . j'e.. INLET INVERT ELEVATION DETAIL MIN 0.20 FT ABOVE CARTRIDGE HEIGHT OUTLET INVERT ELEVATION 1 } OIL &FLOATABLE 18 DEEP DEBRIS ON 3.05' SURFACE CANNOT 1 60" MIN/84" MAX I SUMP EXIT PIPE 36" MIN � 60" MAX - i6]'gpmis! MANHOLE STEP 2gpmAX SEE DETAIL 100 IgpMsf CARTRIDGE FLOW DATE(gpm) 225 1819 1125 J, NOTES: ]5 1, ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF 12.53 ASTM C-470 AND APPLICABLE PROVISIONS OF STC. MANHOLE DRAWING PEAK HYDRAULIC CAPACITY NO. 010. 1.8 2, INLET AND OUTLET PIPE NOT TO EXCEED 13" DIA, 1.8 3 PROVIDE SPECIAL DETAIL FOR SNOUT, EXCEEDING 18" DIA 10' 1-D' SUMP VOLUME AVAILABLE PER DEPTH OF 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED 6Y THE SUMP OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. 36" MINIMUM 60" MAXIMUM FLANGE 60" M.H.= 58.9 CF 98.1 CF 5. ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED INTO 72" M.H.= 84.8 CF 141.3 OF CONCRETE; ANCHORING INTO GROUT IS NOT AUTHORIZED. 84" MA - 1154 OF 192 4 OF 6 -THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL PROVIDE SPECIAL DETAIL FOR VOLUME BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. REQUIREMENTS EXCEEDING 192.4 CF 7. INSTALL PER MANUFACTURER'S INSTRUCTIONS. _ SUMP VOLUME REQUIREMENTS 8, ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE 20 CF/1.0 CFS OF INFLOW DESIGNED TO MEET H-20 TRAFFIC LOADING 58,9 CF MINIMUM REQUIRED WATER QUALITY 3 ALL HOODS SHALL BE EQUIPPED WITH A MINIMUM 10', WATERTIGHT ACCESS MANHOLE (SNOUT) A 4 KI STORMFILTER STEEL CATCHBASIN DESIGN NOTES DETAIL STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN HAS A MAX MUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A27' CARTRIDGE, AND IS ALSO AVAIIABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27' 18" XXX 18 DEEP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' RIM ELEVATION 3.3' SPECIFIC FLOW DATE GpWNI 2gpMsf i6]'gpmisf igpmisf 2gpmisl i6]'gpmis! igpmisf 2gpmAX 1.67'gpMsf IgpMsf CARTRIDGE FLOW DATE(gpm) 225 1819 1125 15 1253 ]5 15 12.53 75 PEAK HYDRAULIC CAPACITY 10 1.8 1.8 INLET PERMANENT POOL LEVEL (A) 10' 1-D' 2'' OVERALL STRUCTURE HEIGHT DS 1. 11 3-9" FLANGE 4'-9" ' 1.67 gpMN SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORBu (PSORB) MEDIA ONLY GENERAL NOTES 1. CONFECT! TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. ww ..w hEScom 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, 5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE OF THE STEEL SFCB. 6, STORMFILTER CATCHBASIN EQUIPPED WITH 41NCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 81NCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 7. STEEL STRUCTURE TO BE MANUFACTURED OF 114 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH t4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 8. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE ]-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 36 SECONDS. 9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY Qpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq M. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, ANDIOR ANTI FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTIONRELATEDEROSION RUNOFF. FLOATABLES BAFFLE PERMANENT LIFTING EYE POOL EL VATION � (TYP. OF 4) WEIR WALL FILTRATION BAY 5 INLET 1 FLOW V i INLET STUB J/ \ OUTLET STUB (OPTIONAL) OUTLET PIPE FROMOW FROM FLOWKIT 2'-0" CATCHBASIN FOOT `INSIDE' (TYP.OF 4) SECTION B -B C� NTECK ENGINEERED SOLUTIONS LLC 1 -CARTRIDGE CATCHBASIN STORMFILTER DATA DETAIL INSTALLATION DETAIL WATER OFLOW RATE (IXs) PEAK FLOWW RATE <1 cfs X.XX X.%X RETURN PERIOD OF PEAK FLOW(yrs) XXX CARTRIDGE HEIGHT (27', 1B", 18" DEEP) CARTRIDGE FLOW RATE pm XX X% MEDIA TYPE PERLITE, ZPG, PSORB X%%XX RIM ELEVATION XXX.XX' DRAWN BY DRILLEANCHOR STAINLESS BOLT HOLE SHIELD PIPE DATA: LE IDIAMETER INLET STUB XXX.X)C XX" OUTLET STUB XXXXX' XX" J10" OPENING CONFIGURATION OUTLET OUTLET INLET a2 v INLET INLET INLET BOLT SLOPED LID YES\NO SOLID COVER YESWO NOTESISPECIAL REQUIREMENTS: STORM DETAILS 2 1 CARTRIDGE CATCHBASIN STORMFILTER STANDARD DETAIL CONFIGURATION DETAIL INSTALLATION DETAIL (HIDDEN) DETAIL A 1" PVC ANT -SIPHON CO DATE PIPE ADAPTER JUNE 2023 Z DRAWN BY DRILLEANCHOR STAINLESS BOLT HOLE SHIELD JLG REMOVABLE InlamaloncWarc anldlsdr ngarMinal \\ WATERTIGHT ACCESS PORT EXPANSION CONE (NARROW END OUT) J10" OPENING vMMnwv alwm ftm BOLT DE B (SEE DETAIL A) STORM DETAILS 2 FOAM GASKET W/ \Try/AIILL PSA BACKING `11 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHEET NUMBER (TRIM TO LENGTH) MOUNTING / WATERTIGHT C6.4 FLANGE L MOUNTING FLANGE -OUTLET PIPE CIVIL'S PROJECT # (HIDDEN) PRINTED FOR FRONT VIEW SIDE VIEW CONSTRUCTION DOCUMENTS CO DATE A H JUNE 2023 Z DRAWN BY JLG SNOUT OIL -WATER -DEBRIS SEPARATOR InlamaloncWarc anldlsdr ngarMinal ddPla fil_ proiuxd la aLave nmed prq W ANCHOR W/ y^ be apr«Wcadlnammamr tW Oexpress vMMnwv alwm ftm BOLT OTES (SEE DETAIL A) STORM DETAILS 2 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHEET NUMBER - - SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS, INC. OR WATERTIGHT C6.4 PRE -APPROVED EQUAL. SEAL SEE 2 ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN DRAWING 030 COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" _ LAMINATE THICKNESS. 18" 3 ALL HOODS SHALL BE EQUIPPED WITH A MINIMUM 10', WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI -SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) GASKET 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE COMPRESSED SIZE AS PER MANUFACTURER'S RECOMMENDATION. BETWEEN HOOD AND STRUCTURE 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" SEE DETAIL B) ( FROM I.E. OUT, 6. THE ANTI -SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 24ACCORDING TO STRUCTURE CONFIGURATION. 7. THE SURFACE OF THE STRUCTJRE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LODGE MATERIAL. BEST MANAGEMENT PRODUCTS, INC. 53 MT. ARCHER RD. 0. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH EWE, CT 06371 STAINLESS STEEL BOLTS AND OIL -RESISTANT GASKET. TOLL FREE: (800) 504-8008 (888) 354-]585 WEB SITE: WWW.BMPINC.COM 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE STRUCTURE'S WALL (NOT WITHIN GROUT) WHEN ORDERING, SPECIFY IF THE STRUCTURE IN WHICH THE HOOD WILL BE ATTACHED IS 10INSTALLATIONINSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTJRER FLAT OR ROUND. SUPPLIED INSTALLATION KIT. KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS B. PVC ANTI -SIPHON VENT PIPE AND ADAPTER C OIL -RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D- 3/8" STAINLESS STEEL BOLTS E ANCHOR SHIELDS WATER QUALITY MANHOLE (SNOUT) B 3 26 K STANDARD FRAME AND COVER SET FRAME IN NON -SHRINK GROUT GRADE RINGS, 2" MIN./12" MAX. INSTALL MASTIC GASKET AND FINISH WITH WATER TIGHT GROUT MANHOLE 36" STEP ECCENTRIC CONE MANHOLE RING S VARIABLE (1' - 4') 48" MINIMUM - SLOPE 1"/FT 12" MAX,. rPIPE O.D. 100TH FINISH CHANNEL TO <: 3/4VERTICAL IGHT OF PIPE -A' • •-a• . 8a MINIMUM• +. NOTES: 8" MINIMUM J 1. ALL PRECAST MANHOLE RINGS SHALL CONFORM TO ASTM C-478 WITH CAST IN PLACE STEPS. 2. BASE CONCRETE SHALL BE 3,000 PSI MIN. (28 DAY STRENGTH), 2-4 IN. SUMP. FLOW LINES AND INSIDE SURFACES SHALL BE TROWLED SMOOTH AND UNIFORM AT TIME OF POUR. 3. IN OVER -EXCAVATED AREAS, PROVIDE PIPE SUPPORT USING 3/4"-O AGGREGATE ROCK OVER OVER UNDISTURBED NATIVE MATERIAL AND COMPACTED USING HAND TAMPER. 4. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS SUCH AS KENT -SEAL NO. 2, RAM -NECK, OR APPROVED EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-SO0210. 5. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. 6. COMPACT AGGREGATE BASE FOR MANHOLES TO A MINIMUM OF 95% RELATIVE COMPACTION BASED ON THE MODIFIED PROCTOR TEST METHOD (ASTM D 1557). 48" O PRIVATE SEWER MANHOLE DETAIL SCALE: NOT TO SCALE E 1 C A ■ W® 000 0 �all- p of o p o Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 IA ED 01 10yf 1_ , AW EEE AQ ERE C Q J � Ca z 22" DIA. BEEHIVE GRATE 0 NEENAH MODEL 2560 SERIES OR APPROVED EQUALBOLT RIM ELEV SHALL BE W IN PLACE USING VANDAL SET ELE BELOW ' Q PROOF S.S. BOLTS Q GUTTER ELEV. 12" LU Uj LU LL F - V 18" GROW B -MEDIUM i onn 3" SEPARflTION\-\APER \ �� \��\�/ 12" OUTLET PIPE d ---------- 22"ROUND FSR# 04987 12" DRAIN REVISION SCHEDULE ROCK Q 18" SUMP _ NO. DATE DESCRIPTION IN BEDDING (NOTE 3) 6" SMOOTH WALLED PERFORATED HDPE (FOLLOW GRADE OF PLANTER), HOLES LOCATED UP PIPE TO BE WRAPPED WITH SOCK BEEHIVE OVERFLOW INLET NOT TO SCALE NOTES: 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WTH COMPACTION EQUIPMENT. 2. 10 GA. STEEL PLATE, BITUMINOUS COATED BASIN AS MANUFACTURED BY GIBSON STEEL, GRATEMASTER OR AS APPROVED BY CITY REPRESENTATIVE. 3. BEDDING SHALL BE 6" OF COMPACTED j"-0 CRUSHED ROCK BASE MATERIAL. 1 CIVIL'S PROJECT # 14801.01 PRINTED FOR CONSTRUCTION DOCUMENTS CO DATE A H JUNE 2023 Z DRAWN BY JLG LL) InlamaloncWarc anldlsdr ngarMinal ddPla fil_ proiuxd la aLave nmed prq W U y^ be apr«Wcadlnammamr tW Oexpress vMMnwv alwm ftm au1Ma¢ed prg«Irepres.Y -S. SHEET Z STORM DETAILS 2 SHEET NUMBER H o C6.4 - U C C GRADE STANDARD V TILE AND LID INSTALLA770M PER WI.16 T� L� 4 REQ'D STAINLESS STEEL NUTS & BOLTS TYP. 18 19 17 4 3 21 19 18 I COMPACTED MINUS Zi T No. EDI 1 NI 516-2000 U) U)1 2 U):0 NI wI �I1 519-2000 2"x " BRASS NIPPLE 3 S.U.B CUSTOMER -INSTALL 3M DIRECT BURY SPLICE KIT PER MANUFACTURERS INSMUC17ONS TYP. ALL BELOW GRADE WIRE SPLICE LOCATIONS REFER TO MATERIAL LIST AND NOTES ON BACK SCALE: N.T.S. WATER DIVISION DRAWING NUMBER DRAWN BY: LSB CONSTRUCTION: 2" x 1 - 1/2" METER W1,06 ENGINEERING: SPRINGFIELDUTB.1rYBOARD ji INSTALLATION REMSED:OB 19 2022 SPRINGFIELD UTILITY BOARD Backflow Assembly Installation Requirements WATERDIVISION 202S.18TH STREET Commercial Fire Service SPRINGFIELD, OR 97477 PH: 541-72fi-239fi (Larger than 2" Double Check Detector Assembly) FAX: 541-747-7348 PUBLIC HEALTH PROTECTION: A backflow assembly is plumbing equipment the customer has installed on their water Y w service that prevents unwanted substances from entering the public water supply and degrading water quality. Without proper backflow protection your plumbing system could endanger the health of others in the community who are using It the public water supply. N COMMERCIAL PROPERTIES: These properties consist of three types of water services, Commercial, Industrial and Public. Commercial water services also include mixed-use/multi tenant properties (including those with stand-alone o vending carts) and Multi -Family Housing (more than 4 (four) units). V N INSTALLATION REQUIREMENTS: 1. A Double Check Detector Assembly (DCDA) shall be installed on private property at a location immediately OA B adjacent to the water service connection. No branch lines, outlets or connections are permitted between the owater service connection and the DCDA. N W 2. Fire systems containing anti -freeze compounds or any other chemicals shall be isolated using a Reduced o Pressure Detector Assembly (RPDA). An RPDA is required to be installed when an auxiliarywater supply is used W for the purpose of augmenting the fire system in any capacity. N 3. For full flow metered services, please call the Water Division for the type of backflow assembly to install. N 4. Backflow assemblies are required to be installed aboveground 5. RPBA and DCVAs are required to be installed in a way that provides freeze protection. For outdoor locations in w nS an enclosure, a bore -sighted drain to daylight (finished grade), is required. Enclosures shall be kept free of any N N debris, shall not contain loose fill materials of any kind, and shall not have objects that interfere with these W installation requirements. � 6. All clearances around the backflow assembly apply to outside, in -building, vertical and horizontal installations. p Backflow assemblies shall be readily accessible with adequate room for testing and maintenance. Clearances O_ maybe waived (excluding ground clearances) for an enclosure, if the enclosure can be removed for backflow 3 assembly testing and maintenance access. a a7. Backflow assemblies shall be tested by a Certified Backflow Assembly Tester at the time of installation (at least wannually, after repairs or relocation, and/or after a backflow incident) with the passing test results submitted to a the Water Division within 10 (ten) days of testing. Upon receipt of the passing test report the Water Division O shall inspect and verify the installation. LL U Backflow assemblies and the installation of these assemblies shall be in combined accordance with the rules and requirements of SUB Policy,the A Water Divisions Cross Connection Control(CCC)Program Manual, Oregon Administrative Rules(OARs) and Oregon Plumbing Spedalty Codes U (OPSC). 0 Refer to the attached Double Check Detector Assembly (DCDA) standard drawings (W2.02). DO For complete backflow assembly installation requirements please referto SUB'S CCC Program Manual available on SUB's U website at: N http://www.subutil.com/water/cross-connection-control-and-backflow-protection/ r 0 CITY OF SPRINGFIELD REQUIREMENTS: ofSpringfield lumbin � typlumbing permit is required for backflow assembly a installation. In cooperation with the City's Plumbing Inspector, the Water Division is asking that upon installation of an assembly, a copy of the initial test report be attached to the backflow assembly. This test report will be collected by the Plumbing Inspector prior to approval of the installation. If the assembly is in an exposed location, please place the test reoort in a sealed olastic bae for orotection. 4 M CPFITINITATION NOTF- THE SPEGFICA71ON REFERENCE(S), IF PRONDED, IN THIS STANDARD ARE FOR INFORMA77ONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARD. DISK METER SHOWN FOR CLARITY. TURBINE AND OMNI METERS INSTALL NTH THE SAME MATERIAL LIST. • PART NO. FOR SUB INTERNAL USE ONLY NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLYAND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTYTO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. HT OF WAY/PROPERTY/EASEMENT LINE BY-PASS ARRANGEMENT WITH DETECTOR METER & ASSEMBLY 1 —� 1 24 MIN WATERT VALVE 12" MIN I ------- OVERHEAD I VIEW SUB I CUSTOMER RESPONSIBILITY I RESPONSIBILITY / 1 1 3" MIN I t I I I I ° „�= 1 MIN —� 12"MIN WATER I =PT( VALVE I - I T E I ASSEMBLY SUPPORTS PROFILE 1 VIEW FIRE DEPARTMENT PUMPER CONNECTION INSTALLATION CLEARANCES FIRE DEPARTMENT PUMPER - Section XI No. UAN. PA T No. PAR 1 1 516-2000 2 METER BOX 2 1 519-2000 2"x " BRASS NIPPLE 3 1 519-2000 2" x 12" BRASS NIPPLE 4 2 519-2002 METER FLANGE - 2" MF x 2" RIP 5 1 546-0200 2" SQ. NUT GATE VALVE 6 LF 567-0200 2" POLY PIPE 7 2 574-0200 2" FUSION COUPLING (1 -AS REQUIRED) 8 2 574-0210 ADAPTER 9 1 74-2 BEND 10 1 591- 20 x 2" SERVICE SADDLE 11 1 597-6000 910VALVE BXLID 12 1 597-6010 1 VALVE BOX 13 1 597-6020 SELF CENTERING VALVE COVER VC212 14 1 598-01 112" METER 15 LF NONSTOCK L TEWIRE 16 2 NONSTOCK 1 6" METER GASKET 17 2 NONSTOCK 2" METER GASKET 18 4 NONSTOCK 2112" STAINLESS STEEL NUT&BOLT 4 NONSTOCK^,1112" TAINLE TEELB LT LF NONST K "VALVE TILE L122 2 NONSTOCK METER FLANGE - 16" MF x 2" MF 1 NONSTOCK 2" BRASS STREET ELL 1 NONSTOCK 2"SCHEDULE80 PVCTHREADEDCAP • PART NO. FOR SUB INTERNAL USE ONLY NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLYAND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTYTO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. HT OF WAY/PROPERTY/EASEMENT LINE BY-PASS ARRANGEMENT WITH DETECTOR METER & ASSEMBLY 1 —� 1 24 MIN WATERT VALVE 12" MIN I ------- OVERHEAD I VIEW SUB I CUSTOMER RESPONSIBILITY I RESPONSIBILITY / 1 1 3" MIN I t I I I I ° „�= 1 MIN —� 12"MIN WATER I =PT( VALVE I - I T E I ASSEMBLY SUPPORTS PROFILE 1 VIEW FIRE DEPARTMENT PUMPER CONNECTION INSTALLATION CLEARANCES FIRE DEPARTMENT PUMPER - Section XI Pre -Installation Cross Connection Control Requirements - Section XII Location of Backflow Assembly - Section XIII Backflow Assembly Installation Guidelines - Section XIV Post -Installation Cross Connection Control Requirements Sections XI - XIV, in addition to the complete Cross Connection Control Program Requirements, are available at: 3 DOUBLE CHECKW2e02 DETECTOR ASSEMBLY I RFVICFn•R /9 /9n F 6000 PSI CONCRETE HICHIEARLY (CRUSH ROCK REWIRED) a/ `16' MIN OVERLAP TIP. VAI VF Rny DI AN vires 14 BAR 16'/ TYP. v " 14 BAR 16'/ 11P. COMPACTED _ J MINUS TYR —6' MODEL 910 VALVE BOX _8' ASTM 3034 PPS PIPE VALVE BOX RISER PER STD. DWG. W1.16 STANDARD METER BOX 5' ALL SIDES • COMPACTED MINUS i\ ---_--- ti M 14 BAR CONT. TPP 16' MIN OVERLAP oir na»y:a:rr�arovar \6000 PSI CONCRETE HIGHItARLY (CRUSH ROCK REQUIRED) aµ RAFTFR RnY CFfTInIN FACING FRONT SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB Wla16e1 CONSTRUCTION: VALVE LID AND METER V ENGINEERING: sPRwcF>rJ.nuTluTvaoARD BOX CONCRETE COLLARS REMSED:03-18-2021 L4.. 6"THREADED PIPE NIPPLE 90" BEND (MJxMJ) PRECAST CONCRETE PIER BLOCK PER LENGTH OF FDC LINE REQUIRED VOLUME OF ROCK 050 LF ill CY 50-100 LF 1 CY 100-175 LF 1 1/2 CY 6"x2 -WAY FIRE DEPARTMENT CONNECTION (2-1/2" SIAMESE PORTS) INSTALL LOCKING KNOX PLUG MODEL 3043 (OR APPROVED EQUAL) ON FDC INLET CONNECTIONS. FIRE DEPARTMENT CONNECTIONS SHALL BE DESIGNATED BY A SIGN HAVING RAISED LETTERS AT LEAST 1 INCH IN SIZE CAST ON A PLATE OR FITTING, READING FOR SERVICE DESIGNATED: I.E. "AUTOMATIC SPRINKLER" OR "STANDPIPE" OR 'TEST CONNECTION" ETC. PROVIDE BOLLARD PROTECTION PER OFC. BOLLARDS ARE PLACED TO PROVIDE 36" CLEAR PER OFC REQUIREMENTS. 2'x2'x4" THICK CONCRETE COLLAR BURIED 4" MINIMUM UNDERGROUND 4" MINIMUM COMPACTED AGGREGATE BASE _ MIN WIDTH =2' _ I� MAX WIDTH = 5' �I VERTICAL BALL DRIP VALVE FLOW TO _BUILDING CHECK VALVE TO BE LOCATED INSIDE BUILDING 'THIS TABLE ASSUMES A 40% POROSITY IN THE 1"- 1 J" DRAIN ROCK SIZED PER TABLE ROCK USED. SHOULD THE POROSITY OF THE ROCK BELOW AND COMPLETELY WRAPPED IN BE LESS THAN 40%, CONTRACTOR SHALL ENSURE ADS GEOSYNTHETICS 601T OR MIRAFI THE ROCK PROVIDED CAN CONTAIN THE ENTIRE 140N FABRIC (OR APPROVED EQUAL) DISCHARGE FROM THE FDC LINE DRAINING TO IT. FIRE DEPARTMENT CONNECTION RISER (FDC) DETAIL NOT TO SCALE i. 1 1 C 0 000 ad,,- 0 � Q o 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 thDOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 UJ /� a. ^Q NFr� C In Q IIIIIIIIIIJ `6 V ' Lu 0 UJ J LL0 B V FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT # 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS CO DATE A H JUNE 2023 Z DRAWN BY AG LU immimao"cwairea a"ris nad"r ara"ai d�PlB files Proiuxd la aLavenmed PrgW U vee rePmd,red"aro arar wiw Oexpress vnlMna vaGalwmaY bm aidmrned Pry«irePr«exafi.�s«ire�re:wau.�s. SHEET O STORM & SANITARY DETAILS SHEET NUMBER o C6.5 — U C ■-3 C! TRENCH WIDTH SURFACE BY OTHERS RESTORATION 1 T' BRASS COUPLING VARIES LL SEE BACK OF SID. FOR 1 4 BUTTERFLY VALVE 0 PARTS DETAIL L LIVE DISTRIBUTION 1111 = SYSTEM TYP. w 2' BLOW -OFF SEE TYP. CONNECTION CCINFIGI PARTS DETAIL ON BACK IRATION 1 STREET SIDE DEVELOPEMENT SIDE (SUB CONSTRUCTED) ATF• (CONTRACTOR CONSTRUCTED) CONNECTION CONFIGURATION 2 INSTALLATIONS MAY ACCOMMODATE LAY LENGTH OF CONNEC77NG ELEVATION DIFFERENCES BETWEEN THE 2 WATER UNE (BY SUB) SHALL CONNECTION POINTS WITH PRIOR SUB WATER APPROVAL A l �'2 ANDNOTESONRArK g`> © WATER 12' 7YP. LU o LINE N -- il J IN nFVFI (TRFn GR(TI INn NOTFC- RAVFn RnAn 1. TYPICAL BACKFILL IN THE PIPE ZONE AND AREA 4 ABOVE IS -Y4 - 0 AGGREGATE. 2. TYPICAL COMPAC77ON REQUIREMENTS FOR WATER UNE TRENCHES IS 95X MAX. DENSITY (MODIFIED T-180 PROCTOR) UNLESS OTHERWISE REWIRED. QMECHANICAL COMPACTION NOT NECESSARY FOR PIPE BEDDING. OHAND COMPAC71ON ONLY IN PIPE HAUNCHES NON -VIBRATORY MECHANICAL COMPAC77ON (I.E. JUMPING JACK) IN 2 SEPARATE LIFTS. © IST UFT TO SPRINGUNE OF PIPE, 2ND UFT TO TOP OF PIPE FINAL PIPE ZONE UFT. 12' UFT FOR JUMPING JACK, OR 18' LIFT FOR HOE -PACK AND ANY WBRATORY COMPAC77ON METHOD. OROCK, SELECT NA 71W, OR IMPORTED FILL (AS APPROVED BY SUB WATER) IN 12' LIFTS TO FINISHED GRADE AS NEEDED. CONTROL DENSITY FILL (COF) AS REQUIRED. SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB Wla17a1 CONSTRUCTION: TYPICAL TRENCH ■r ENGINEERING: sPRmcrev.O UTAaTY BOARD COMPACTION ZONES REMSED:07-28-2021 STREET SIDE (SUB CONSTRUCTED) DEVELOPEMENT SIDE (CONTRACTOR CONSTRUCTED) 1 I 6' MINIMUM I I I 16' MAXIMUM PI r I_ 1 �-HEI—I J ry I I q_14 19 No. GATE VALVE, OP77ON - A 1 T' BRASS COUPLING 2 LL SEE BACK OF SID. FOR 1 4 BUTTERFLY VALVE 0 PARTS DETAIL L LIVE DISTRIBUTION 1111 = SYSTEM TYP. w 2' BLOW -OFF SEE TYP. CONNECTION CCINFIGI PARTS DETAIL ON BACK IRATION 1 STREET SIDE DEVELOPEMENT SIDE (SUB CONSTRUCTED) ATF• (CONTRACTOR CONSTRUCTED) CONNECTION CONFIGURATION 2 INSTALLATIONS MAY ACCOMMODATE LAY LENGTH OF CONNEC77NG ELEVATION DIFFERENCES BETWEEN THE 2 WATER UNE (BY SUB) SHALL CONNECTION POINTS WITH PRIOR SUB WATER APPROVAL A DEVELOPEMENT SIDE (CONTRACTOR CONSTRUCTED) 1 I 6' MINIMUM I I I 16' MAXIMUM PI r I_ 1 �-HEI—I J ry I I q_14 19 EXISTING LIVE -- 1 DISTRIBUTION SYSTEM TYP. flTNI NI FfTIlT NI flTNI CIGI IRATE (1 NI � ALL PROPOSED CONNECTION CONFIGURATION 2 INSTALLATIONS MUST BE APPROVED BY SUB PRIOR TO CONSTRUCTION. I I _ z_ 3 � I � 01 L i_L =1 WE a 6' MIN. BUTTERFLY.VALYE OPTION - B SEE BACK OF STD. FOR PARTS DETAIL WATER DIVISION STANDARD DRAWING DRAWING NUMBEI CONNECTIONS TO EXISTING W1.29 MAINS -LAND DIVISIONS REVISED.04-20-20 W3 WA7ER NATIVE SOIL MINIMUM 12' SEPARATION BETWEEN WATER AND OTHER DUCTS NO DUCTS MAY BE PLACED ABOVE WATERLINE 12' 12' MIN. MIN. IINDEVFI (TRFD GRCHIND 12' TRENCH WIDTH 12' SCALE: N.T.S. DRAWN BY: LSB CONSTRUCTION: %'-O' CRUSHED AGGREGATE WATER 12' 12' MIN. MIN. GRAVFI ROAD No. GATE VALVE, OP77ON - A 1 T' BRASS COUPLING 2 LL SEE BACK OF SID. FOR 1 4 BUTTERFLY VALVE 0 PARTS DETAIL L LIVE DISTRIBUTION 1111 = SYSTEM TYP. w 2' BLOW -OFF SEE TYP. CONNECTION CCINFIGI PARTS DETAIL ON BACK IRATION 1 STREET SIDE DEVELOPEMENT SIDE (SUB CONSTRUCTED) ATF• (CONTRACTOR CONSTRUCTED) CONNECTION CONFIGURATION 2 INSTALLATIONS MAY ACCOMMODATE LAY LENGTH OF CONNEC77NG ELEVATION DIFFERENCES BETWEEN THE 2 WATER UNE (BY SUB) SHALL CONNECTION POINTS WITH PRIOR SUB WATER APPROVAL NOT EXCEED 16' TOTAL LENGTH REFER TO MATERIAL LIST ANDNOTESONRArK EXISTING LIVE -- 1 DISTRIBUTION SYSTEM TYP. flTNI NI FfTIlT NI flTNI CIGI IRATE (1 NI � ALL PROPOSED CONNECTION CONFIGURATION 2 INSTALLATIONS MUST BE APPROVED BY SUB PRIOR TO CONSTRUCTION. I I _ z_ 3 � I � 01 L i_L =1 WE a 6' MIN. BUTTERFLY.VALYE OPTION - B SEE BACK OF STD. FOR PARTS DETAIL WATER DIVISION STANDARD DRAWING DRAWING NUMBEI CONNECTIONS TO EXISTING W1.29 MAINS -LAND DIVISIONS REVISED.04-20-20 W3 WA7ER NATIVE SOIL MINIMUM 12' SEPARATION BETWEEN WATER AND OTHER DUCTS NO DUCTS MAY BE PLACED ABOVE WATERLINE 12' 12' MIN. MIN. IINDEVFI (TRFD GRCHIND 12' TRENCH WIDTH 12' SCALE: N.T.S. DRAWN BY: LSB CONSTRUCTION: %'-O' CRUSHED AGGREGATE WATER 12' 12' MIN. MIN. GRAVFI ROAD 12' 12' MIN MIN. RAVED ROAD i N07E• 3' CONDUIT IS REWIRED 12• 12' FOR ALL LONG SERVICES MIN. MIN. 1' AND SMALLER. REFER To WSC S% DWG. W1.00 WATER DIVISION STANDARD DRAWING I DRAWIWNG NUMBER TYPICAL TRENCH SECTIONS "" IN annanI REVISED:07-28-2021 THE SPECIFICATION REFERENCE(S), IF PROVIDED, IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLA7701V PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONS7RUC77ON SPECIRCADONS AND ANY OTHER APPLICABLE STANDARD. 1. SUB WATER CREWS WILL PERFORM ALL CONNEC71ONS TO THE EXIS7ENG WATER DISTRIBU710N SYSTEM AS WELL AS ALL WATER WORK REQUIRED IN THE PUBLIC RIGHT-OF-WAY. 2. THE TEMPORARY BLOW -OFF SHALL BE INSTALLED LEVEL, PLUMB, AND AT THE SAME ELEVATION AS THE SUB PROVIDED CONNEC77ON POINT FOR 7HE PROJECT TO FACILITATE THE SUB 77E -IN W17HOUT SIGNIFICANT RE -WORK OF THE PIPING. IF ELEVATION DIFFERENCES BETWEEN CONNEC77ON POINTS IS UNAVOIDABLE, CONNEC77ON CONFIGURATION 2 SHALL BE USED WITH SUB WATER APPROVAL PRIOR TO INSTALLATION. J IF THE CONTRACTOR INSTALLED WATER INFRASTRUCTURE REQUIRES BUTTERFLY VALVES (OPTION - B, 12' AND LARGER MAIN LINES) A 3 -FOOT MINIMUM, 18 -FOOT MAXIMUM, PIPE LENGTH IS REWIRED ON THE BLOW -OFF SIDE OF THE VALVE TO ACCOMMODATE THE BUTTERFLY VALVE OPERA710N. 4. ANY REQUIRED BACKFLOW DEVICES SHALL CONFORM TO SUB WATERS BACKFLOW PREVEN77ON PROGRAM REQUIREMENTS No. PART 1 T' BRASS COUPLING 2 X" x 2" CAP (AS REQUIRED) 3 GATE VALVE 4 BUTTERFLY VALVE 5 X" x 2" Ml PLUG (AS REQUIRED) 6 2" POLY PIPE 1111 !sqI I® 12' 12' MIN MIN. RAVED ROAD i N07E• 3' CONDUIT IS REWIRED 12• 12' FOR ALL LONG SERVICES MIN. MIN. 1' AND SMALLER. REFER To WSC S% DWG. W1.00 WATER DIVISION STANDARD DRAWING I DRAWIWNG NUMBER TYPICAL TRENCH SECTIONS "" IN annanI REVISED:07-28-2021 THE SPECIFICATION REFERENCE(S), IF PROVIDED, IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLA7701V PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONS7RUC77ON SPECIRCADONS AND ANY OTHER APPLICABLE STANDARD. 1. SUB WATER CREWS WILL PERFORM ALL CONNEC71ONS TO THE EXIS7ENG WATER DISTRIBU710N SYSTEM AS WELL AS ALL WATER WORK REQUIRED IN THE PUBLIC RIGHT-OF-WAY. 2. THE TEMPORARY BLOW -OFF SHALL BE INSTALLED LEVEL, PLUMB, AND AT THE SAME ELEVATION AS THE SUB PROVIDED CONNEC77ON POINT FOR 7HE PROJECT TO FACILITATE THE SUB 77E -IN W17HOUT SIGNIFICANT RE -WORK OF THE PIPING. IF ELEVATION DIFFERENCES BETWEEN CONNEC77ON POINTS IS UNAVOIDABLE, CONNEC77ON CONFIGURATION 2 SHALL BE USED WITH SUB WATER APPROVAL PRIOR TO INSTALLATION. J IF THE CONTRACTOR INSTALLED WATER INFRASTRUCTURE REQUIRES BUTTERFLY VALVES (OPTION - B, 12' AND LARGER MAIN LINES) A 3 -FOOT MINIMUM, 18 -FOOT MAXIMUM, PIPE LENGTH IS REWIRED ON THE BLOW -OFF SIDE OF THE VALVE TO ACCOMMODATE THE BUTTERFLY VALVE OPERA710N. 4. ANY REQUIRED BACKFLOW DEVICES SHALL CONFORM TO SUB WATERS BACKFLOW PREVEN77ON PROGRAM REQUIREMENTS No. PART No. PART 1 T' BRASS COUPLING 2 X" x 2" CAP (AS REQUIRED) 3 GATE VALVE 4 BUTTERFLY VALVE 5 X" x 2" Ml PLUG (AS REQUIRED) 6 2" POLY PIPE No. PART 7 2" FUSION COUPLING S 2" FUSION ADAPTER 9 ' BEND 10 Mj RESTRAINT 11 Mj KIT 12 PV THREADED PLUG J WN. VALVE RLE, LID, AND SEE GENER INSERT PER STD. NOTE /3 DWG. WI.16 M. J �2" BLOW -OFF SAME PARTS AS MJ PLUG & VALVE (LEFT) WATER MAIN SIZE WATER MAIN SIZE OR LARGER TYP. 10' OR LESS TIP. M I PLUG & CATE VALVE PIPE & CAP OPTION — A OPTION — B PROFILE VIEW 7" RI nuU_nwRl nFT�� PLAN VIEW CONTRACTOR CONSTRUCTED 3 V% INTERMEDIATE PLACEMENT OF SPACERS WATER MAIN PER \ MANUFACTURER'S SPECIFlCAIIDNS \ + P0 OPIIONAL CONDUIT CARRIERSPACER ryp, PER WSC REQUEST (SPACER RUBBER END SEAL W\STAINLESS SIEEL CLAMP BANDS TIP. ANGLES TO BE CONSTANT AROUND EN77RE CIRCUMFERENCE OF PIPE. NUMBER OF SPACERS PER MANUFACTURES SPECIFICATIONS 1. CASING MATERIAL, SIZE AND ADD177ONAL CARRIERS SHALL BE AT THE SOLE DISCRE77ON OF SPRINGFIELD URLITY BOARD. 2. CASING SHALL BE INSTALLED SYMMETRICAL ABOUT WATER MAIN CENIERUNE (TIP.). PIPE CASING SHALL BE LAID TRUE TO UNE AND GRADE WITH NO BENDS OR CHANGES IN GRADE FOR THE FULL LENGTH OF THE CASING. 3 SPRINGFIELD UITUTY BOARD APPROVED CASING SPACERS AND END SEALS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICAIIONS 4. ALL PIPE JOINTS WITHIN THE CASING ARE REQUIRED 70 BE WELOMENT RING (DUC7ILE IRON) OR FUSED (HDPE). GASKET TYPE RESTRAINING SYS7EMS MALL NOT BE PERMITTED WITHIN THE CASING. 5. A MINIMUM OF THREE SPACERS IS REWIRED PER FULL JOINT OF PIPE SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB CASING W1e25 CONSTRUCTION: ENGINEERING: sRRINGRffiLDUTn.DYBOARD INSTALLATION REMSED:03-23-2021 E 1 1 ni E o00O 0 0 0 ° 00 OA 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 C B *hDOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 U^j I.i Q In Q J � �z 0 W 0 �a Uj J rQ V 0 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT # 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS __ DATE A H JUNE 2023 Z DRAWN BY � AG LU Inlamaloncaraneda,ri.ane,ad Inm aPla files pnWu l maw naed PrgW U my yna be rept ed In any manna wunma O adMa¢edpraml===*1 z SHEET STORM & o SANITARY DETAILS U 2 ry SHEET NUMBER H o C6.6 — U 1111 + P0 OPIIONAL CONDUIT CARRIERSPACER ryp, PER WSC REQUEST (SPACER RUBBER END SEAL W\STAINLESS SIEEL CLAMP BANDS TIP. ANGLES TO BE CONSTANT AROUND EN77RE CIRCUMFERENCE OF PIPE. NUMBER OF SPACERS PER MANUFACTURES SPECIFICATIONS 1. CASING MATERIAL, SIZE AND ADD177ONAL CARRIERS SHALL BE AT THE SOLE DISCRE77ON OF SPRINGFIELD URLITY BOARD. 2. CASING SHALL BE INSTALLED SYMMETRICAL ABOUT WATER MAIN CENIERUNE (TIP.). PIPE CASING SHALL BE LAID TRUE TO UNE AND GRADE WITH NO BENDS OR CHANGES IN GRADE FOR THE FULL LENGTH OF THE CASING. 3 SPRINGFIELD UITUTY BOARD APPROVED CASING SPACERS AND END SEALS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICAIIONS 4. ALL PIPE JOINTS WITHIN THE CASING ARE REQUIRED 70 BE WELOMENT RING (DUC7ILE IRON) OR FUSED (HDPE). GASKET TYPE RESTRAINING SYS7EMS MALL NOT BE PERMITTED WITHIN THE CASING. 5. A MINIMUM OF THREE SPACERS IS REWIRED PER FULL JOINT OF PIPE SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB CASING W1e25 CONSTRUCTION: ENGINEERING: sRRINGRffiLDUTn.DYBOARD INSTALLATION REMSED:03-23-2021 E 1 1 ni E o00O 0 0 0 ° 00 OA 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 0 C B *hDOWL 309 SW 6TH AVENUE, #700 PORTLAND, OREGON 97204 971-280-8641 U^j I.i Q In Q J � �z 0 W 0 �a Uj J rQ V 0 FSR# 04987 REVISION SCHEDULE NO. DATE DESCRIPTION CIVIL'S PROJECT # 14841.01 PRINTED FOR CONSTRUCTION DOCUMENTS __ DATE A H JUNE 2023 Z DRAWN BY � AG LU Inlamaloncaraneda,ri.ane,ad Inm aPla files pnWu l maw naed PrgW U my yna be rept ed In any manna wunma O adMa¢edpraml===*1 z SHEET STORM & o SANITARY DETAILS U 2 ry SHEET NUMBER H o C6.6 — U