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CC - Construction Drawings DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B Cushing CONSTRUCTION SET Terrell FORcushingterrell.com 800.757.9522 TEN HORROCKS MILE CROSSING RETAILII-II E N G I N E E R S CANADA MERIDIAN , IDAHO BOUNDARY BASIS OF BEARING: h THE BASIS OF BEARINGS FOR THIS SURVEY WAS DERIVED FROM AN OPUS SOLUTION WHICH REPORTS A BEARING OF N.00030'10" E. BETWEEN FOUND MONUMENTS DEFINING BONNER �� `7�'� THE WEST BOUNDARY OF THE S.W.1/4 OF SECTION 14, TAN., RAE., B.M. Z h 11 room � 00 F BENCHMARK: ■o . Q. . CP# 176 ELEV: 2572.38' _Z KOOTEN_AI N: 704795.9980' 1-90 E: 2444239.2310' V) FOUND/SET: SCRIBED "X" Q BENEWAH - VERTICAL CONTROL DATUM BASED ON NAVD88 SHOSHONE rn i LATAH APPLICATION NUMBER: CLEARWATER LDIR-2021-0016 NEZ PER LEWIS T _ IZ Lu J_ T IDAHO W I-- _ T I---- - -------------- ----- LEMHI — �- - ADAMS ------- ----------- LU of — - - °' VALLEY -- -- ---- 1-84_ - - - WASHINGTON 75 CLARK j CUSTER FREMONT - PAYETTE _--� GEM 52 CANYON BUTTE33 JEFFERSON MADISON TETON SGUARD WAY PROJECT AREA BLAINE O 20 CAMAS 20 BONNEVILLE c� VICINITY MAP _ e Jce Z ADA � ELMORE �s I,. 7 O BINGHAM11 G V ,8 GOODING26 LINCOLN � O z W W W CARIBOU w � O OWYHEE JEROME MINIDOKA 66 POWER 30 � J BANNOCK Z U) Lu W sr a BEAR LAKE TWIN FALLS Z CASSIA ONEIDA � FRANKLIN I� W 0 F NEVADA UTAH i STATE MAP s , ��S�ONA L Fiyci SHEET INDEX ENGINEER: I- 4 . " 06.z5.2021 � SHEET# PAGE# SHEET TITLE HORROCKS ENGINEERS � � N�, 13073 1 CI001 COVER 2775 W. Navigator Dr., Suite 210 �p 9TFOF P C. 2 CI002 GENERAL NOTES Meridian, ID 83642 B '&UNDE��P (208) 895-2520 PROJECT SITE 3 C1003 LEGEND CONTACT: ROB SUNDERLAGE, PE 4 CE001 OVERALL EXISTING CONDITIONS ROB HORROCKS.COM © 2020 I ALL RIGHTS RESERVED 5 CS001 SITE PLAN UTILITIES: 6 CS002 SITE DETAILS POWER- IDAHO POWER E IDIAN-- FOR PERMIT 7 CGO01 GRADING PLAN GAS- INTERMOUNTAIN GAS • 8 CGO02 DRIVE AISLE PLAN AND PROFILE SEWER- CITY OF MERIDIAN WATER- CITY OF MERIDIAN 9 C0001 UTILITY PLAN 06.25.2021 • 0 10 cu002 UTILITY PROFILE APPLICANT. APPROVED FOR CONSTRUCT DRAWN BY I D. MANVILLE CHECKED R 11 C0003 UTILITY PROFILE REVISIONS Y J. MURPHY GUSHING TERREL QLPE PLAN REVIEW 12 C0004 UTILITY DETAILS 800 W. MAIN STREET, SUITE 800 These plans and/or specifications have been / 13 CP001 EROSION AND SEDIMENT CONTROL PLAN BOISE, ID 83702 reviewed by a Qualified Licensed Professional (208) 336-4900 CONTACT: JESSE HART Engineer (QLPE) for compliance with IDAPA Know what's below. 58.01.08 and 58.01.16 as allowed under OWNER: Idaho Code 39-118. If construction does not Call before you dig . sobrien commence within twelve (12) months of this BALL VENTURES AHLQUIST Jul 07 2021 approval date, plans and/or specifications 2275 W. NAVIGATOR DR., SUITE 220 MERIDIAN, ID 83642 must be resubmitted for review. (801) 560-7828 CONTACT: TOM AHLQUIST, VP DocuSigned by, 1621 71212021 f� i � @REF Lic. No. Date Keller Associates, Inc. - 208-288-1992 COVER C1001 013.00.27 03:06 PM H:\I2021\ID-2944-2102 BVA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.1.0_COVER.dwg DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B GENERAL NOTES UTILITY NOTES UTILITY NOTES GRADING & DRAINAGE NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN SEWER PRESSURIZED IRRIGATION ROADWAY PROJECT CONTACTS UTILITY CONTACTS Cushing ACCORDANCE WITH THE CURRENT VERSION OF 1 . ALL CONTRACTORS WORKING WITHIN THE PUBLIC DEVELOPER WATER Terrell THE IDAHO STANDARDS FOR PUBLIC WORKS 1 . CONSTRUCTION OF THE SEWER SYSTEM SHALL 1 . THE PRESSURIZED IRRIGATION SYSTEM MUST BE ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A BALL VENTURES AHLQUIST CITY OF MERIDIAN CONFORM TO THE STANDARDS IN THE BUILT TO THE STANDARDS OF THE IRRIGATION 2775 W.NAVIGATOR DR.,SUITE 220 33 E. BROADWAY AVE,SUITES 200&204 CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN RIGHT-OF-WAY CONSTRUCTION PERMIT FROM MERIDIAN, ID 83642 MERIDIAN,ID 83642 SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS DISTRICT IN WHICH IT IS BEING CONSTRUCTED. ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS 801-560-7828 208-898-5500 TOM@BVADEV.COM CONTACT:KYLE RADEK, PE (AND ANY ADDENDUMS), MERIDIAN DESIGN THE STANDARDS AND SPECIFICATIONS REFERRED PRIOR TO ANY CONSTRUCTION. CONTACT:TOM AHLQUIST,VP cushingterrell.com STANDARDS, THE REQUIREMENTS OF THE ADA TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. INSTALL A REDUCED PRESSURE BACKFLOW COUNTY HIGHWAY DISTRICT (ACHD), AND/OR PREVENTER IN ANY CONNECTION BETWEEN THE SEWER 800.757.9522 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE ARCHITECT THE REQUIREMENTS OF THE IDAHO 2. THE HORIZONTAL SEPARATION OF POTABLE POTABLE WATER SYSTEM AND THE PRESSURE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY CITY OF MERIDIAN WATER MAINS AND NON-POTABLE WATER MAINS IRRIGATION SYSTEM. THE DEVICE MUST BE CUSHING TERREL 33 E. BROADWAY AVE,SUITES 200&204 TRENCHES ABOVE THE PIPE ZONE. 800 W.MAIN STREET,SUITE 800 MERIDIAN,ID 83642 TRANSPORTATION DEPARTMENT (ITD). THE (SANITARY SEWER, STORM DRAIN, AND APPROVED BY THE IDAHO DEPARTMENT OF HORROCKS11-11 MORE STRINGENT OF ANY OF THESE BOISE, ID 83702 208-884-5533 ��II�II- IRRIGATION) SHALL BE A MINIMUM OF TEN (10) ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF 208-336-4900 CONTACT:CLINT DOLSBY, PE E N G t N E E R S STANDARDS SHALL BE THE CONTROLLING FEET. WHERE IT IS NECESSARY FOR A POTABLE MERIDIAN WATER DEPARTMENT. CONTACT:JESSE HART STANDARDS OR SPECIFICATIONS. WATER MAIN AND NON-POTABLE WATER MAIN TO IRRIGATION CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF CIVIL ENGINEER NAMPA& MERIDIAN IRRIGATION DISTRICT 2. THE CONTRACTOR SHALL HAVE A COPY OF THE VERTICAL SEPARATION, THE CROSSING SHALL BE DRAINAGE HORROCKS ENGINEERS 1503 FIRST ST.SOUTH LATEST CITY OF MERIDIAN STANDARD CONSTRUCTED IN ACCORDANCE WITH SECTION CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND 2775 W.NAVIGATOR DR.,SUITE210 NAMPA, ID 83651 REUSE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC MERIDIAN, ID 83642 208-466-7861 SPECIFICATIONS AND DRAWINGS ON SITE OR 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 208-895-2520 CONTACT:GREG CURTIS READILY ACCESSIBLE AT ALL TIMES DURING WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 1. CONSTRUCTION OF THE CLASS A EFFLUENT RIGHT OF WAY, ACHD OR ITD SHALL BE CONTACT: ROB SUNDERLAGE, PE CONSTRUCTION (AVAILABLE ON THE WEBSITE). 430.02 OF THE WASTEWATER RULES (IDAPA DISTRIBUTION SYSTEM SHALL CONFORM TO THE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE ROBS@HORROCKS.COMDRAINAGE FACILITIES THE PROJECT ENGINEER OR FIRE FAILURE TO HAVE ACCESS TO A CURRENT 58.01 .16). STANDARDS IN THE IDAHO RECYCLED WATER ARCHITECT SHALL BE RESPONSIBLE FOR MERIDIAN FIRE DISTRICT COPY OF THE STANDARD SPECIFICATIONS ON RULES (IDAPA 58.01 .17), WASTEWATER RULES INSPECTION AND CERTIFICATION OF DRAINAGE SURVEYOR 33 E.BROADWAY AVE.SUITE 210 3. THE HORIZONTAL SEPARATION OF NON-POTABLE (IDAPA 58.01.16) RECOMMENDED STANDARDS FOR MERIDIAN,ID 83642 SITE COULD BE GROUNDS FOR A STOP WORK SERVICES AND POTABLE WATER SERVICES OR WASTEWATER FACILITIES - GREAT LAKES - UPPER FACILITIES; HOWEVER ANY ROOF DRAINAGE AND 2775 HORROCKS ENGINEERS 210 208-888-1234 ORDER UNTIL THE SITUATION IS RESOLVED. POTABLE WATER MAINS SHALL BE A MINIMUM OF MISSISSIPPI RIVER BOARD OF SANITARY PIPING TO THE DRAINAGE FACILITIES WILL BE CONTACT:CHEIF PERRY PALMER INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL MERIDIAN, ID 83642 SIX (6) FEET. WHERE IT IS NECESSARY FOR A ENGINEERS (10 STATES STANDARDS), AWWA 208-895-2520 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED POTABLE WATER MAIN AND NON-POTABLE WATER MANUAL M24 - CHAPTER 24 AS WELL AS THE UNDER THE APPROPRIATE PERMIT. CO FRITz @HORROCKS.COMPLS PUBLIC ROADS "APPROVED FOR CONSTRUCTION" BY THE CITY MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) STANDARDS AND SPECIFICATIONS REFERRED TO ACHD INCHES OF VERTICAL SEPARATION THE CROSSING IN GENERAL CONSTRUCTION NOTE NO. 1 . GARDEN N.ADAM s3 T. OF MERIDIAN ON SITE AT ALL TIMES. � GEOTECHNICAL ENGINEER GARDEN CITY, ID 83714 SHALL BE CONSTRUCTED IN ACCORDANCE WITH EROSION CONTROL NOTES 208-387-6100 SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 2. THE HORIZONTAL SEPARATION OF CLASS A MATERIALS TESTING & INSPECTION CONTACT:TIM NICHOLSON 4. ALL CONTRACTORS, SUBCONTRACTORS, AND 2791 S.VICTORY VIEW WAY UTILITY CONTRACTORS SHALL ATTEND A DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND EFFLUENT DISTRIBUTION MAINS AND POTABLE 1 . LAND DISTURBING ACTIVITIES SHALL NOT BOISE, ID 83709 SECTION 430.02 OF THE WASTEWATER RULES WATER MAINS SHALL BE A MINIMUM OF TEN (10) COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN 208-376-4748 PRIVATE ROADS PRE-CONSTRUCTION CONFERENCE PRIOR TO (IDAPA 58.01.16). FEET IN ACCORDANCE WITH IDAPA 58.01 .08, "IDAHO RECEIVED BY GOVERNING AUTHORITIES. CONTACT:MONICA SACULLES, PE CITY OF MERIDIAN START OF WORK. RULES FOR PUBLIC DRINKING WATER SYSTEMS," 33 E. BROADWAY AVE LANDSCAPE ARCHITECT MERIDIAN,ID 83642 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH SUBSECTION 542.07. WHERE IT IS NECESSARY FOR 2. THE GENERAL CONTRACTOR SHALL STRICTLY 208-884-5533 5. CONTRACTORS SHALL NOTIFY THE DIAMETER WATER CLASS PIPE SLEEVE WHEREVER A CLASS A EFFLUENT DISTRIBUTION MAIN AND ADHERE TO THE SWPPP DURING CONSTRUCTION BAER DESIGN GROUP, LLC CONTACT:WARREN STEWART, PE APPROPRIATE AGENCY WHEN MATERIALS ARE THE SERVICE LINE CROSSES A STORM WATER POTABLE WATER MAIN TO CROSS, A MINIMUM OF 539 S. FITNESS PLACE,SUITE 120 OPERATIONS. EAGLE, ID 83616 ON SITE OR INSPECTION OF THE WORK IS TREATMENT FACILITY (I.E., SEEPAGE BEDS, EIGHTEEN (18) INCHES OF VERTICAL SEPARATION 208-938-7721 POWER REQUIRED. NO WORK MAY BEGIN ON ANY ) CONTACT:GREG BAER DRAINAGE SWALES . SHALL BE MAINTAINED AND THE CLASS A IDAHO POWER EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED 3. NO LAND CLEARING OR GRADING SHALL BEGIN P.O.BOX 70 PROJECT WITHOUT TWENTY FOUR (24) HOUR UNTIL ALL EROSION CONTROL MEASURES HAVE BOISE, ID 83707 PRIOR NOTICE. IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON BEEN INSTALLED. 208-388-6320 EACH SIDE OF THE CROSSING EQUAL TO TEN (10) CONTACT:VIC STEELMAN FEET. CLASS A EFFLUENT DISTRIBUTION MAINS 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSTALLED PARALLEL TO NON-POTABLE WATER 4. ALL EXPOSED AREAS SHALL BE SEEDED OR J MULCHED AS SPECIFIED WITHIN 14 DAYS OF FINAL NATURAL GAS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED WATER MAINS (SANITARY SEWER, STORM DRAIN AND INTERMOUNTAIN GAS TESTING. THE CONTRACTOR MAY NOT OPEN OR IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE GRADING. P.O.BOX64 Q CLOSE WATER VALVES. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL 5 FEET HORIZONTALLY FROM THE NON-POTABLE BOISE,ID 83732 208-377- 863 CONFORM TO THE STANDARDS IN THE "IDAHO MAIN IF THE NON-POTABLE MAIN IS LOCATED 5. SHOULD CONSTRUCTION STOP FOR LONGER THAN CONTACT:MISHELE SINGLETON 7. ALL MATERIAL FURNISHED ON OR FOR THE RULES FOR PUBLIC DRINKING WATER SYSTEMS ABOVE THE CLASS A EFFLUENT MAIN AND THREE 14 DAYS, THE SITE SHALL BE TEMPORARILY W PROJECT MUST MEET THE MINIMUM (IDAPA 58.01 .08)" AS WELL AS THE STANDARDS AND (3) FEET HORIZONTALLY FROM THE NON-POTABLE STABILIZED BY SEEDING, MULCHING, OR STRAW REQUIREMENTS OF THE APPROVING AGENCIES. SPECIFICATIONS REFERRED TO IN GENERAL MAIN IF THE NON- POTABLE MAIN IS LOCATED COVER. TELEPHONE CENTURY LINK CONSTRUCTION NOTE NO. 1. AT THE REQUEST OF THE APPROVING AGENCY BELOW THE CLASS A EFFLUENT MAIN 245 S.CAPITOL BLVD 6. INSPECT EROSION CONTROL MEASURES AFTER BOISE,ID 83702 OR THE DESIGN ENGINEER, CONTRACTORS 2. THE HORIZONTAL SEPARATION OF POTABLE 208-385-2144 0 3. THE HORIZONTAL SEPARATION OF CLASS A EACH RAIN AND AT LEAST ONCE A WEEK. CONTACT: MELISSA MENDEZ SHALL FURNISH PROOF THAT ALL MATERIALS WATER MAINS AND NON-POTABLE WATER MAINS EFFLUENT DISTRIBUTION SERVICES AND POTABLE 7 z INSTALLED ON THIS PROJECT MEET THE (SANITARY SEWER, STORM DRAIN, AND WATER SERVICES OR POTABLE WATER MAINS 7. THIS PLAN SHALL NOT BE CONSIDERED ALL WEfRIDIANy- SPECIFICATION REQUIREMENTS SET FORTH IN IRRIGATION) SHALL BE A MINIMUM OF TEN (10) SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS INCLUSIVE AS THE GENERAL CONTRACTOR SHALL CIO GENERAL CONSTRUCTION NOTE NO. 1. FEET. WHERE IT IS NECESSARY FOR A POTABLE NECESSARY FOR A CLASS A EFFLUENT TAKE ALL NECESSARY PRECAUTIONS TO PREVENT WATER MAIN AND NON-POTABLE WATER MAIN TO DISTRIBUTION SERVICE AND A POTABLE WATER cn 8. WORK SUBJECT TO APPROVAL BY ANY CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) SOIL SEDIMENT FROM LEAVING THE SITE. U O VERTICAL SEPARATION THE CROSSING SHALL BE INCHES OF VERTICAL SEPARATION SHALL BE GOVERNMENTAL AGENCY MUST BE APPROVED J CONSTRUCTED IN ACCORDANCE WITH SECTION 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; MAINTAINED, AND THE CROSSING SHALL BE J (B) PLACING OF AGGREGATE BASE; (C) PLACING 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING CONSTRUCTED IN ACCORDANCE WITH SECTION STATE AND LOCAL ORDINANCES THAT APPLY. WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING � OF CONCRETE; (D) PLACING OF ASPHALT 430.02 OF THE WASTEWATER RULES (IDAPA WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 9. ADDITIONAL EROSION AND SEDIMENT CONTROL z PAVING. 58.01.16). 430.02 OF THE WASTEWATER RULES (IDAPA MEASURES WILL BE INSTALLED IF DEEMED LU W 58.01.16). NECESSARY BY ON SITE INSPECTION. 9. INSPECTION, APPROVAL AND FINAL 3. THE HORIZONTAL SEPARATION OF NON-POTABLE ACCEPTANCE OF ALL WATER AND SEWER SERVICES AND POTABLE WATER SERVICES OR 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH 10. OPERATOR SHALL BE RESPONSIBLE TO TAKE sobrien C!) CONSTRUCTION SHALL BE BY THE PUBLIC POTABLE WATER MAINS SHALL BE A MINIMUM OF DURABLE TAGS CARRYING THE WARNING CAUTION: WHATEVER MEANS NECESSARY TO ESTABLISH Ju1072021 WORKS DEPARTMENT, AND THEIR DECISION SIX (6) FEET. WHERE IT IS NECESSARY FOR A RECYCLED WATER - DO NOT DRINK, IN BOTH PERMANENT SOIL STABILIZATION. z SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT POTABLE WATER MAIN AND NON-POTABLE WATER ENGLISH AND SPANISH. - Z RELIEVE THE CONTRACTOR FROM THE MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 11 . SEDIMENT SHALL BE REMOVED FROM EROSION Uj RESPONSIBILITY OF PERFORMING THE WORK IN INCHES OF VERTICAL SEPARATION, THE CROSSING 5. AN APPROVED BACKFLOW PREVENTER IS CONTROL MEASURES BEFORE THEY ARE 25% AN ACCEPTABLE MANNER IN ACCORDANCE WITH SHALL BE CONSTRUCTED IN ACCORDANCE WITH REQUIRED IF RECYCLED WATER SYSTEM IS FULL. Q THE DEQ/QLPE APPROVED CONSTRUCTION SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC CONNECTED TO THE POTABLE WATER SYSTEM. DRINKING WATER SYSTEMS (IDAPA 58.01 .08) AND THE DEVICE MUST BE APPROVED BY THE IDAHO 12. PORTABLE REST ROOM SPILL CONTAINMENT: ALL PLANS. SECTION 430.02 OF THE WASTEWATER RULES DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), PORTABLE RESTROOMS SHALL HAVE SPILL TRAYS (IDAPA 58.01 .16). THE CITY OF MERIDIAN WATER DEPARTMENT AND INSTALLED. �pNA� 10. ANY DEVIATION FROM THE APPROVED PLANS LISTED IN THE MOST CURRENT VERSION OF THE ��Ss \STEF�c��G AND SPECIFICATIONS MUST HAVE THE 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH LIST OF APPROVED BACKFLOW PREVENTION 0� 5.2021 6 R� `1� APPLICABLE AGENCY APPROVAL IN WRITING DIAMETER PIPE SLEEVE WHEREVER THE SERVICE ASSEMBLIES PUBLISHED BY THE FOUNDATION 13. LIMITS OF CONSTRUCTION SHALL BE PROPERTY .2 PRIOR TO CONSTRUCTION. LINE CROSSES A STORM WATER TREATMENT FOR CROSS-CONNECTION CONTROL AND BOUNDARY AS SHOWN. FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN N� 13073 11. PRIOR TO BEGINNING INSTALLATION OF STREET CALIFORNIA (USC). THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE IN �� TF OF LIGHTS THE ELECTRICAL CONTRACTOR SHALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS SUNDE��" ' PROVIDING CONTINUOUS WATER SERVICE TO ALL IN EFFECT AT THE TIME OR PREPARATION.THE ENGINEER OBTAIN AN ELECTRICAL PERMIT FROM THE 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR BUILDING DIVISION OF THE MERIDIAN PUBLIC EXISTING WATER USERS AFFECTED BY ALL RECYCLED WATER DISTRIBUTION MAINS DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY CONSTRUCTION. IF WATER SERVICE MUST BE AND/OR SERVICES. FORTY-EIGHT 48 HOURS SHALL BE APPROVED IN WRITING.THE FOLLOWING VARIANCES,LISTED © 2020 I ALL RIGHTS RESERVED WORKS DEPARTMENT. ANY DEVIATION IN INTERRUPTED, THE CONTRACTOR SHALL ( ) BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR THE STREET LIGHT LOCATIONS FROM THE ADVANCE NOTICE IS REQUIRED. PROJECT: FOR PERMIT COORDINATE WITH THE PUBLIC WORKS APPROVED PLANS MUST BE APPROVED IN INSPECTOR. WRITING FROM THE CITY ENGINEER. ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES 06.25.2021 PROJECT SPECIFICATIONS AND STANDARDS OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY DRAWN BY I D. MANVILLE SEARCH OF THE AVAILABLE RECORDS.TO THE BEST OF OUR CHECKED BY I J. MURPHY KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN REVISIONS • CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC,2019 EDITION. ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS.THE • IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC,2020). CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN,AND ALL OTHER LINES NOT OF • PROJECT GEOTECHNICAL REPORT PREPARED BY MTI ,FILE NUMBER B190226g AND DATED MARCH, 1 2019 RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF REVISIONS THEIR LOCATION IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. REV No. SHEET No. DATE OF REV DESCRIPTION NOTE: CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE LEGAL NOTICE TO CONTRACTOR JOBSITE DURING CONSTRUCTION. USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE • TO HORROCKS ENGINEERS,AND HORROCKS ENGINEERS SHALL HAVE NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR � ® WRITTEN CONSENT. t GENERAL NOTES Know what's below. Call before you dig. C1002 013.09.27 03:00 PM I H:\I2021\ID-2944-2102 6VA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.1.1_NOTES.dwg DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B SEWER POWER HATCH PATTERNS STANDARD SYMBOLS ABBREVIATIONS Cush in EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED A ALGEBRAIC GRADE CHANGE g BUILDING/PAD ABC AGGREGATE BASE COURSE —ss— —ss— UNKNOWN Ss Ss —ohp— —ohP— OVERHEAD OHP OHP (fie J) ELECTRICAL MANHOLE O AC ASPHALTIC CEMENT OR CONCRETE Terrell BC BUILDING CORNER — 4" ss——— 4" ss— 4 INCH 4"SS 4"SS —bel———bel— UNDERGROUND BEL BEL CONCRETE SIDEWALK/FLATWORK `�/ BCR BACK OF CURB RETURN BFE BASE FLOOD ELEVATION 6" ss— 6" ss— 6 INCH 6"SS 6"SS N/A 2 INCH 2"BEL 2"BEL DECORATIVE BRICK/SIDEWALK (\0�) FIBER OPTIC MANHOLE FQ BFF BASEMENT FINISH FLOOR ELEVATION — a" ss——— 8" ss— 8 INCH 8"SS 8"SS N/A 3 INCH 3"BEL 3"BEL / �/ FLATWORK!LANDSCAPE AREAS BLDG BUILDING BM BENCHMARK cushingterrell.com 10"ss— 10"ss— 10 INCH 10"SS 10"SS N/A 4 INCH 4"BEL 4"BEL (/t\) TELEPHONE MANHOLE O BP BEGIN POINT —1z"ss———1z"ss— 12 INCH 12"ss 12"ss N/A 6 INCH 6"BEL 6"BEL POOL DECK J BV BUTTERFLY VALVE 800.757.9522BVC BEGIN VERTICAL CURVE —14"ss---14"ss— 14 INCH 14"SS 14"SS N/A 8INCH 8"BEL 8"BEL BVCE BEGIN VERTICAL CURVE ELEVATION XERISCAPE (\V j) CABLE TV MANHOLE TV BVCS BEGIN VERTICAL CURVE STATION —15"ss---15"ss— 15 INCH 15"SS 15"SS N/A 10 INCH 10"BEL 10"BEL— BVP BEGIN VERTICAL PROFILE HORROCKS —1s"ss---1s"ss— ELECTRICAL POWER POLE PP BVW BOTTOM OF VISIBLE WALL �Ilrll� 16 INCH 16"SS 16"SS A-1/0 A-1/0 A-1/0 1 PH A 1/0 A-1/0 A-1/0 A-1/0 —� E N G I N E E R S LANDSCAPE AREAS/GRASS C&G CURB&GUTTER —18"ss---18"ss— 18 INCH 18"SS 18"SS A-4/0 A-4/0 A-4/0— 1 PH A4/0 A-4/0 A-4/0 A-4/0 IL\_J SIGNAL POLE CL CENTERLINE r-� CB CATCH BASIN —24" ss———24" ss— 24 INCH 24"SS 24"Ss B-1/0 B-1/0 1 PH B 1/0 B-1/0 B-1/0 I e I ELECTRICAL BOX CLR CLEAR HEAVY DUTY PAVEMENT SECTION 1�1—30" ss———30" ss— 30 INCH 30"SS 30"Ss B-4/0 B-4/0 B-4/0— 1 PH B 4/0 B-4/0 B-4/0 B-4/0 L_-J CO CLEANOUT fp i FIBER OPTIC BOX FQ CONC CONCRETE —36" ss---36" ss— 36 INCH 36"SS 36"SS C-1/0 C-1/0 1 PH C 1/0 c-1/0 c-1/0 LIGHT DUTY PAVEMENT SECTION ijb;J JUNCTION BOX Jg Cu COPPER C.Y. CYCUBIC YARD SERVICE LATERAL C-4/0 C-4/0 1 PH C 4/0 C-4/0 c-a/o Ltb J TELEPHONE BOX DIA DIAMETER ABC-4/0 ABC-4/0 3 PH ABC 4/0 ABC-4/0 ABC-a/o ADA ACCESS RAMP TRUNCATED DOMES Wit; TELEPHONE PEDESTAL ❑T DIP DUCTILE IRON PIPE DWG DRAWING ABC-750 3 PH ABC 750A ABC-750 IIt\/1I CABLE TV BOX TV E EAST OR EASTING I I EA EACH SEC SEC SECONDARY SEC SEC ( 1--;-;�- LIGHT POLE RIPRAP , , i 0-0- EL ELEVATION sL SL SL STREET LIGHT SL SL SL - - EOC EDGE OF CONCRETE LIGHT POLE OPT 2 0EOP EDGE OF PAVEMENT GRAVEL } i i LIGHT POLE OPT 3 T EP END POINT - L—J ESMT EASEMENT �1 O EVC END VERTICAL CURVE Qg) GAS MANHOLE �'j EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION GAS METER © EVP END VERTICAL PROFILE COI EX EXISTING STORM GAS SURFACE FEATURES CLEANOUT CQ FF FINISHED FLOOR ELEVATION FE FLANGE END FG FINISHED GRADE ELEVATION EXISTING PROPOSED EXISTING PROPOSED EXISTING/PROPOSED ��/ SEWER MANHOLE . FL FLOW LINE FJ FLANGE JOINT �. FM FORCE MAIN —sd---sd— UNKNOWN sD sD —g— g— UNKNOWN G G —CUT—CUT—CUT— CUT LINE ( ) IRRIGATION MANHOLE IR FPS FEET PER SECOND — 4" sd——— 4" sd— 4 INCH 4"SD 4"SD N/A 1 INCH 1"G 1"G ---FILL--- FLIT FUTUREE FILL- FILL LINE J FT FOOT FEET ' � s^ sd— s^ sd— 6 INCH 6"SD 6"SD 2" g ——2"g— 2 INCH 2"G 2"G LOD LOD i Tji IRRIGATION BOX IR LIMITS OF DISTURBANCE G GAS LINE GB GRADE BREAK — 8" sd——— a" sd— 8 INCH 8"SD 8"SD —3" g———3"g— 3 INCH NIA DITCH (�WJ) WATER MANHOLE . GFF GARAGE FINISHED FLOOR ELEVATION 10"sd— 10"sd— 10 INCH 10"SD 10"SD 4" g 4" g 4 INCH 4"G 4"G ---GB-----GB-----GB- GRADE BREAK W GV GATE VALVE WATER METER ❑1N HGL HYDRAULIC GRADE LINE —12"sd———12"sd— 12 INCH 12"SD 12"SD —6" g———6" g— 6 INCH 6"G 6"G HWM HIGH WATER MARK -� HRZ HORIZONTAL FIRE HYDRANT HP HIGH POINT —15"sd———15"sd— 15 INCH 15"so 15"SD —8" g———8"g— 8 INCH 8"G 8"G HWM 1YR HIGH WATER MARK-1 YEAR EVENT HWM HIGH WATER MARK —16"sd———16"sd— 16 INCH 16"so 16"SD 12" g —12"g— 12 INCH 12"G 12"G —HWM 5YR HIGH WATER MARK-5 YEAR EVENT -� FIRE HYDRANT OPT 2 ID INSIDE DIAMETER IN INCH(ES) —18"sd—--18"sd— 18 INCH 18"So 18"SID —hpg---hpg— HIGH PRESSURE HPG HPG HWM 10YR HIGH WATER MARK-10YEAR EVENT Y TYT IRR IRRIGATION (PRESSURIZED)/NON-POTABLE —24" sd— 24" sd— 24 INCH 24"SD 24"SD HWM 25YR �HIGH WATER MARK-25 YEAR EVENT GATE VALVE K VERTICAL CURVE COEFFICIENT L LENGTH —30" sd———30" sd— 30 INCH 30"SD 30"SD HWM 50YR HIGH WATER MARK-50 YEAR EVENT ti GATE VALVE OPT 2 Z LF LINEAR FEET L/S LANDSCAPE —36" sd---36" sd— 36 INCH 36"So 36"So HWM 100YR HIGH WATER MARK-100 YEAR EVENT CROSS LP LOW POINT 42" sd— 42" sd— 42 INCH 42"So 42"SD LT LEFT TEE T MAX MAXIMUM —aa" sd---aa" sd— 48 INCH 48"So 48"sD * * x FENCE-BARBED MFR MANUFACTURER 90°BEND � MGD MILLION GALLONS PER DAY 54" sd— 54" sd— 54 INCH 54"So 54"SD FENCE-CHAIN LINK ID MIDDLE M 45°BEND T—60" sd---60" sd— 60INCH 60"SD 60"SD MH MANHOLE FENCE-DECORATIVE 22.5°BEND MIN MINIMUM W —66" sd———66" sd— 66INCH 66"SD 66"So FENCE-WOOD 11.25°BEND MJ MECHANICAL JOINT 72" sd———72"sd— 72 INCH 72"so 72"SD WALL-BLOCK I N NORTH OR NORTHING, FRICTION FACTOR WYE T N/A NOT APPLICABLE —Id———Id— LAND DRAIN LIDLIDWALL-CONCRETE I-i�`-I REDUCER I � NTS NOT TO SCALE OC ON CENTER WALL-PANEL OD OUTSIDE DIAMETER 0 3CAP&PLUG3 OVHP OVERALL HIGH POINT WALL-ROCK OVLP OVERALL LOW POINT (�$dJ) STORM DRAIN MANHOLE s'D PC POINT OF CURVE PCC POINT OF COMPOUND CURVE WATER COMMUNICATIONS R/w RIGHT OF WAY 0 AREA DRAIN ROUND PH PHASE OO PI POINT OF INTERSECTION CENTERLINE(ROAD/ENTITY) FEB-1 AREA DRAIN SQUARE ❑® PL PROPERTY LINE EXISTING PROPOSED EXISTING PROPOSED CURB&GUTTER DROP INLET P POINT OF REVERSE CURVE ❑ ❑ PT POINT OF TANGENCY PARCEL LINE ® CURB INLET ® PUE PUBLIC UTILITY EASEMENT C) O —w———w— UNKNOWN W W —ctv— ctv— OVERHEAD CABLE TV cry cry PVC POLYVINYL CHLORIDE J PROPERTY BOUNDARY PVI POINT OF VERTICAL INTERSECTION —3/4"w———3/4"w— 3/4 INCH 3/4"w 3/4"W —bcty— bcty— UNDERGROUND CABLE TV BCTV BCTv CURB INLET OPT 2 Q RATE OF FLOW J - - - - - - - - - - - - - - - - - 10'PUBLIC UTILITY&DRAINAGE EASEMENT(P.U.E.) —1"w —1"w— 1 INCH 1"W 1"W CURB INLET OPT 3 El R RADIUS U) R/W RIGHT OF WAY ——1-1/2"w———1-1/2"w—— 1-1/2 INCH 1-1/2"W 1-1/2"W —fo———fo— OVERHEAD FIBER OPTIC Fo Fo REV REVISION PAINT STRIPE-SOLID ®® CURB DOUBLE INLET ®® RT RIGHT z —2"w ——2"w— 2 INCH 2"w 2"W —b10— —b10— UNDERGROUNG FIBER OPTIC BFo BFo PAINT STRIPE-DOUBLE SOLID S SLOPE W W —3"w———3"w— 3 INCH 3"W 3"W CURB DOUBLE INLET OPT 2 S/W SIDEWALK IIIIIIIIIIIIIIII� PAINT STRIPE-BROKEN SD STORM DRAIN —4"w———4"w— 4 INCH 4"W 4"W —tel ———tel — OVERHEAD TELEPHONE TEL TEL 6"w 6"w 6 INCH 6"W 6"W btel— btel— SDMH STORM DRAIN MANHOLE PAINT STRIPE-BIKE LANE INTERSECTION UNDERGROUND TELEPHONE BTEL BTEL SD COMBO BOX SD SEC SECTION (� — 8 INCH 8"w 8"w PAINT STRIPE-LANE DROP - 7 SSMH SANITARY SEWER MANHOLE \SPEC SPECIFICATIONS 8"w———8"w— W PAINT STRIPE-LANE LINE EXTENSION __o-o I OIL/WATER SS SANITARY SEWER 10"w = 10"w 10 INCH 1o"w 10"w DET DET TRAFFIC SIGNAL-DETECTION CONDUIT I � �� `=p I SAND/GREASE OO T S/L STREETLIGHT Z —=—=- STA STATION —1z"w— —1z"w— L—L=12 INCH 12"w 12"W Fur Fur TRAFFIC SIGNAL-FUTURE CONDUIT 17_---_� STD STANDARD / N /I a-o OIL/WATER —14"w———14"w— 14 INCH 14"W 14"w I I u n u n u n l O O SVE SIGHT VISIBILITY EASEMENT W LTG LTG TRAFFIC SIGNAL-LIGHTING CONDUIT L=41 \_% o=J SAND/GREASE OPT 2 TBM TEMPORARY BENCH MARK —16"w --16"w 16 INCH 16"W 16"w PED PED TRAFFIC SIGNAL-PEDESTRIAN CONDUIT TC TOP OF CONCRETE Q 18 INCH 18"W 18"w TBC TOP BACK OF CURB —18"w———18"w— PWR PwR TRAFFIC SIGNAL-POWER SOURCE CONDUIT TEMP TEMPORARY cc:: [c]FLARED END LARGE 24" w ——24" w 24 INCH 24"W 24"W SIG SIG TRAFFIC SIGNAL-SIGNAL CONDUIT TF TOP OF FOOTING —30"w———30"w— 30 INCH 30"W 30"W ® FLARED END SMALL ECI TG TOP OF GRATE —36" w---36"w— 36 INCH 36"w 36"w TRW TOP OF RETAINING WALL S\pNAL FN SIGN TW TOP OF WALL G� 48" w 48" w 48 INCH 48"W 48"W CONSTRUCTION KEYNOTE TAGS BOLLARD • TYP TYPICAL sTFR� 60"w 60"w— BH BH UTC UNTREATED BASE COURSE 06.25.2021 60" w---60" w— 60INCH D00 OR D99 DEMO PLAN I fl V VELOCITY 72" w 72" w 72 INCH 72"W 72"W T BORE HOLE T VC VERTICAL CURVE VRT VERTICAL (P 13073 SERVICE LATERAL G1 OR G9 GRADING PLAN WTR WATER 1A,9 Q`Z lv OTEST PIT O W/ WITH Q� TF OF \� ' 01 OR 35 SITE PLAN TP TP SVN1) IRRIGATION MISCELLANEOUS 36 OR 50 WATER © 2020 I ALL RIGHTS RESERVED EXISTING PROPOSED EXISTING PROPOSED 51 OR 65 SEWER —irr---irr— UNKNOWN IRR IRR DEMO 66 OR 80 STORM DRAIN FOR PERMIT —1"irr———1"irr— 1 INCH 1"IRR 1"IRR —pipe— — —pipe— UNKNOWN PIPE 2"irr———2"irr— 2 INCH 2"IRR 2"IRR —),t———),t— JOINT UTILITY TRENCH JUT 81 OR 90 IRRIGATION —4"irr---4"irr— 4INCH 4"IRR 4"IRR --toe-----toe-- TOE OF SLOPE TOE TOE 91 OR 93 CABLE TV 06.25.2021 —6"irr---6"irr— 6INCH 6"IRR 6"IRR —top---top---top- TOP OF SLOPE TOP TOP TOP DRAWN BY I D. MANVILLE —8"irr---a"irr— 8INCH 8"IRR 8"IRR DIRECTIONAL FLOWLINE > > > ZSZ— OR Zg7 TELEPHONE DETAIL REFERENCE CHECKED BY I J. MURPHY REVISIONS —10"irr———10"irr— 10 INCH 10"IRR 10"IRR ————— EDGE OF PAVEMENT 97 OR 99 GAS —12"irr———12"irr— 12 INCH 12"IRR 12"IRR --- --- --- --- --- --- - GUARDRAIL —18"irr———18"irr— 18 INCH N/A RAILROAD TRACKS 00 OR 00 POWER —24"Irr———24"Irr— 24 INCH N/A —4000— CONTOUR-MAJOR 4000 rx__�DETAIL NAME A OR Z MISCELLANEOUS —30^irr———30^irr— 30 INCH N/A - — — — — -4002- — — — — - CONTOUR-MINOR 4002 - SCALE: NTS —36"irr———36"irr— 36 INCH N/A SERVICE LATERAL CALLOUTS FFE:XXXX.XX PROPOSED BUILDING FINISHED FLOOR ELEVATION MATCHLINE STA. XX+XX.XX SEE SHEET PP-XX 75.19 PROPOSED TBC SPOT ELEVATION (@ PC'S, PT'S&PL 75.1s PROPOSED EOP SPOT ELEVATION (@ EDGE OF LEGEND PARKING STALL COUNT C1003 013.H8.27 11:49 AM I H:\I2021\ID-2944-2102 BVA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.1.2_LEGEND.dwg DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B PROTECTION KEY NOTES: _____ - - - - - - - - - _ - _ �;' /� '' '' 7P01 EXISTING 12" WATER MAIN (PROTECT IN PLACE) ' Cushl n 072 EXISTING 12 STORM DRAIN LINE (PROTECT IN PLACE) z" w---12" w---12" w—_ ' — _ ` ` / \\\ � ' _� �/ Terrel P 33 EXISTING TREE (PROTECT IN PLACE) 2 "--_12„W� — )*\\\ ' I� 12" Point Table P 44 EXISTING STORM DRAIN MAN HOLE (PROTECT IN PLACE) P05 EXISTING SANITARY SEWER MANHOLE (PROTECT IN PLACE) Point# Elevation Northing Eastin Description ' ' ' '' / ' ' \ \ g g p i cushingterrell.com P06 EXISTING WATER STRUCTURE - CONTRACTOR TO VERIFY _— _ _ _ 800.757.9522 N 12' 175 2570.44 704452.74 2444069.63 CP - 58 PPC STRUCTURE TYPE AND LOCATION. CONTRACTOR TO CONSULT `7a° ',, \ 176 2572.38 704796.00 2444239.23 CP - BRIBED X i' /i ii / i ENGINEER PRIOR TO REMOVAL. (PROTECT IN PLACE). — — _ _ _ Po7 EXISTING SANITARY SEWER LINE (PROTECT IN PLACE) P03 ` _ _ _ __ S. V ?,Sa `\ /'' HORROCKS 2'w - ` 177 2575.70 704402.10 2444787.05 CP - SCRIBED X i' /i ry //i ' �Ihll� _ = ANGC/,[I E N G I N E E R S P 88 EXISTING PRESSURE IRRIGATION MAIN (PROTECT IN PLACE) P14 P13 R� �q Y 240 2576.13 704448.78 2443895.12 CP - SCRIBED X Po9 EXISTING 2" IRRIGATION VALVE (PROTECT IN PLACE) _ ___ _ LZ _ ; sa":;\� �� 246 2574.51 704332.93 2444450.45 CP SPIKEP10 EXISTING ELECTRICAL TRANSFORMER PAD (PROTECT IN PLACE)P71 EXISTING SIDEWALK (PROTECT IN PLACE) P1s N E P12 EXISTING CURB (PROTECT IN PLACE) —`'IT �, _ \ 6; T — — — — f D01 - - - ' P73 EXISTING ASPHALT (PROTECTINPLACE) - - - - - - - - _ / „ 2572.38 \_, Pill Poa " '2• � _ _ // ,/ CP-SRIBEDX `�� ^_� SCALE:V=30' P14 EXISTING ADA RAMP (PROTECT IN PLACE) —I //' r1s P1s I — — — _ _ --�1--_ — — — — sa , y P15 EXISTING STORM DRAIN SEEPAGE BED (PROTECT IN PLACE) — _ _ ,' P03 ;; , ,~\' P02 „ \ —12" �.,\ P1s EXISTING STORM DRAIN CATCH BASIN (PROTECT IN PLACE) — c; , \ Po3 ;\ T' sT _-> �/ —'2'"—__12„ (Sd' N P01 - - - - - _ _ � 2 1 w o \ •s II l P17 EXISTING SIGN (PROTECT IN PLACE) — — \ \_\_ sue;;,\ ,,\ P18 ti�a P1a '�.a ! ___ P18 EXISTING IRRIGATION STRUCTURE PROTECT IN PLACE — — — — — — — EXIsrwGPROPERTVBouNDARv \\ P03 —\ �;q.._ / \\ it ' — , , �. P 99 EXISTING PURDAM (PROTECT IN PLACE) — Po3 \ \` \\� y �\ P10 \ \ P03 270 EXISTING STORM/IRRIGATION STRUCTURES (PROTECT IN PLACE) — — — — — — — — — — — — — — — — — — \ \ DEMOLITION KEY NOTES: BENCHMARK: \\ \\ \\\ D01 EXISTING ASPHALT TO BE REMOVED0 ( ) CP# 176 ��P09 \ 11 Doe EXISTING CURB (TO BE REMOVED) N: 744 239.231 �1 \ 1 1�ir, a 11 N I u I I E: 2444239.2310' ELEV: 2572.3E� RR1 EXISTING CURB AND ASPHALT TO BE REMOVED AND SET SCRIBED "X" REPLACED AS NECESSARY TO CONNECT TO EXISTING NAVD88OCY SEWER. SEE SHEET C0001. _ _ — Pis \ \ ^y \. 003 r \ \JI Doi EXISTING 15" IRRIGATION PIPE (TO BE REMOVED) SHEET NOTES: LEGEND: 1. CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATION-SA, ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. 2. ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE ` \\ I _ _ _ _ _ _ _ _ _ — — — __'' P11 SAW CUT AND REMOVE EXISTING ASPHALT ` \ I r REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL I \\ j o �REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS � ` i °I \\ \\ REMOVE EXISTING CONCRETE \ I = (Sd}—� ,z" sd———,z d� 12' sd— \ SET FORTH IN ACCORDANCE WITH THE GEOTECHNICAL REPORT %� \ z's _ _ Lu — — \\,\ ` PREPARED BY MTI, FILE NUMBER B181762 DECEMBER 18, 2018 . ✓ \ —1z" saT= " 3. CONTOURS ARE SHOWN AT V INTERVALSg ( ) ' ii� i _12 �d \ z Sd— SURVEY NOTE: - - - - - - - - - - - - - - - THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED Pis \\,�2 ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE �'� � � I '�I III n •� � , , � ,om' � �\ OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANCE WITH SAID �2S7p, SURVEY. 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DRAWN BY I D. MANVILLE 00 I II I I I I L J III I - � N I O O r -I \\ �' 'i \\ �\/\ REVISIONS Y J. MURPHY I I I \ I I I I I I 1 1 III III III III 1 1 I III I �I I I \ 2461 1 \�i _ \\ \ 425"51 i // T o CP SPIKE i \\ N 1 1 I III III I 03 I L. III 111 11 I III III III I II 1 III III 'II III 11 I III I - I i - - III III F- 11I _= J II ILL== - - O N 1I - - � O W O 01 -� III of �I I 111 III 111 III III 111 l- � III III I � I I III J iii/ \ \ Ill i � �� ' ' G /// wJ \\\ I-CIDI I I I II IIII III I � I II (�`// \% � � o�r _j J�� i 1 / o � - \\ / \� �f^ \\0 \\\ / J'11 OVERALL 00 N III \ \\=- // CONDEXISTING IT ONS O 03 - III - - - - - - - - - �' ° \ l)I m I 11 III 'r^\ ram\ 111 � / � \ FV T/� _ - -/r 00.99.27 10:09 PRM H:\12021\ID-2944-2102 BVA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.2.0_EXISTING CONDITIONS.dwg DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B Cushi n g � Ror Terrel 2 w �_ cushingterrell.com V,1N \\ \\ , a ' - 800.757.9522 HORROCKS 0 20' 40' �Ihll� E N G I N E E R S SCALE:1 20' k,- I NOTES I � SITE PLAN KEY SAWCUT AND REMOVE EXISTING ASPHALT FOR CLEAN EDGE. TACK FACE OF ; - , \ -- 2ti sa-\ _-- ya \ \ O EXISTING ASPHALT TO RECEIVE NEW ASPHALT AC POUR (PER ISPWC) / \ 06 Ir o2 MATCH EXISTING CONCRETE SIDEWALK (AS SHOWN) NOTES: ` r j y / I 74 \ �lr �Sa\ 1. JOINTS AND CONSTRUCTION OF CONCRETE AREAS SHALL BE PER 03 INSTALL LIGHT DUTY ASPHALT PAVEMENT. SEE SHEET CS002 FOR TYPICAL \ \ / PAVEMENT SECTIONS. 05 06 r \ \ ISPWC SD-714, SD-714A, SD-714B. I I A S Rgs I \` ` s - 2. JOINT PATTERNS PER ISPWC ARE A MIN STANDARD SEE LANDSCAPE INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET CS002 FOR TYPICAL ° ARCHITECT PLANS FOR ADDITIONAL DETAILING. 04 PAVEMENT SECTIONS. \ \ 10' I R64.51 ° 3. ADA RAMPS SHALL INCLUDE TRUNCATED DOMES PER STANDARD \ ` 9' ,( \ \\ ` / Asa\ ISPWC DETAILS AND SHALL EXTEND THE LENGTH OF RAMP OPENING. 05 INSTALL HEAVY DUTY CONCRETE PAVEMENT, SEE SHEET CS002 FOR A ' 11 7 02 ' / CONCRETE PAVEMENT SECTION 66 4. PARKING LOT STRIPING AS SHOWN SHALL MEET CITY OF MERIDIAN 1a SPACING REQUIREMENTS AND LOCATION OF SPACES AS SHOWN. 06 6"VERTICAL CURB AND GUTTER (ISPWC SD-701) `P 03 N ,3, 10 :R4 5 5. CATALINA GRANA PAVER BY BELGARD IN TOSCANA COLOR. USE , N �o`' i Ir ili Ii BORDER STONE (6"X9") IN DARK CHARCOAL COLOR FOR SOLDIER INSTALL LIGHT DUTY PAVERS, SEE NOTE 5 THIS SHEET FOR PAVER -- I 06 11 R3' 1a 06 a' 19, L/— —� �� COURSE. PATTERN SHALL BE LARGE UNIT PATTERN B PER 07 SPECIFICATIONS -- _ I �0.4, 05 MANUFACTURERS SPECIFICATIONS. r I I I I 17 ` a : N II II Ili o 6" "MODIFIED" REVERSE SLOPE CURB & GUTTER, SEE SHEET CS002 FOR 19 (�((� ° 6. ALL IMPROVEMENTS ON THIS SIDE OF THE DELINEATION LINE o8 DETAIL 35.9, 09 6.� , SHALL BE BID AS PART OF THE TMX RETAIL, BUT COSTS SHOULD BE Qv 21 ^� 1° ^ BROKEN OUT AS "COMMON AREA IMPROVEMENTS". ° 10 �� I I I III 09 INSTALL CONCRETE SIDEWALK (ISPWC SD-700) �20) 22 04 03 14 3p.6, ,\ 10 . O I 76 r - M 94 S3' INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC 20' I I CO 19S N ,r' -\ 1 r \' T\7' h 13, PARKING ANALYSIS 10 SD-712, SD-712C, & SD-712G, MIDBLOCK) r 1 23cr; STALL/BUILDING AREA 4 STALLS/1000SF 14, i 08 S3 6:i --r C / �1/ BUILDING AREA 6,055+/-SF 11 PLACE 4-INCH WHITE PAINT STRIPING W Q� 11 26 0, f? 2p2 - J I n REQUIRED STALLS 13 Q' Q°, ^ ?rn r, r' \-- R195 °- I I PROVIDED STALLS 43 O PROPOSED TRASH ENCLOSURE BY OTHERS, REFER TO ARCHITECTURAL 20' 74 a, G . . _ 142 72 14 - - 8, / HANDICAP STALLS REQUIRED* 2 PLANS. I I I 14 I III a HANDICAP STALLS PROVIDED** 2 14 25, 6 09 26 73 REINFORCEMENT IN DUMPSTER PAD TO EXTEND 10' MINIMUM BEYOND FACE y ° NOTES: O OF ENCLOSURE. SEE SHEET CS002 FOR DETAIL 14 15 a 92 ��` PER ADA REQUIREMENTS I I I I s ° ' ° � I I i "` INCLUDES 1 VAN ACCESSIBLE STALLS 14 LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS 14 - 06 I Q 16, �. . c, 7 sd—It— a 8' 14 34 <i — "*'ADA STALL STRIPING TO BE WHITE REFLECTIVE PAINT cn INSTALL TWO (2) BICYCLE RACKS, SEE LANDSCAPE ARCHITECT PLANS FOR O 04 06 Q' S.S 15 DETAIL. INSTALL LIGHT DUTY CONCRETE PAVEMENT, SEE SHEET CS002 FOR CU ° A M a 03 R44.5' n n CONCRETE PAVEMENT SECTIONS. J o / 1 N I I I ,,, TYp CO M a N / i 16 HANDICAP PARKING SIGN, SEE SHEET CS002 FOR DETAIL. U) I I I CO 03 o .154 74 II F y I MISCELLANEOUS KEYNOTES a 14 III Z Q� 1js °. , A PUBLIC WATER UTILITY EASEMENT, "W.E." 17 HANDICAP PARKING SIGN -VAN ACCESSIBLE, SEE SHEET CS002 FOR DETAIL. w Lu a o� " 2 08 ° ^ 3.2' "M / L/ 06 b /l L B PUBLIC SEWER UTILITY EASEMENT, "S.S.E." 78 DRIVE THROUGH SPEAKERS (SEE ARCHITECTURAL PLANS FOR DETAILS) w ° ... 14 / 08 / / / // , � // d'`�;, A S6•s' 14 h / os b / / �c)PUBLIC POWER UTILITY EASEMENT, "P.U.E." Z 26 / // / �/� 19 COMMON AREA IMPROVEMENTS DELINEATION LINE. SEE KEYNOTES 20 AND 22. LuI I f 18.7' 4 4 co, / G Q.Ik' 10 ct?-6 ' 6 / 20 COMMON AREA IMPROVEMENTS - SEE NOTE 6 THIS SHEET. 0 -^ ,f 1a ° 09 a� � 7 23.1' ? rr — I I / 21 ADA ACCESSIBLE PARKING, SEE SHEET CS002 FOR DETAIL. r — I ----------61.1'------ --- 14 T\ 2 h 18ri/ —261 07 6 ^` / �/ NA L ENC / r I 10 s �yo` �� / �/ a 22 TMX RETAIL IMPROVEMENTSco, �oQ��G�srF,4�o%FF --- s / 06.25.2021 60' PL PL CD ` 0 18.7' o it/i/ FESTOON LIGHTING AND STEEL POST SUPPORTS PER ELECTRICAL PLANS, --- ———— — ———— — —�— ----- / 23 ARCHITECTURAL PLANS, AND LANDSCAPE ARCHITECT PLANS. N� 13073 o4 og--- --- 05 N �TFOF L. ° .d 1 o I 03 06u/ B S(/ D��,P \s PROPOSED TEN MILE RETAIL BUILDING. SEE ARCHITECTURAL PLANS. N 4— © 2020 I ALL RIGHTS RESERVED ARCHITECTURAL PLANS. SEE SHEET irr I„ irr— irr— irr— ,rr O CS002 FOR BOLLARD FOOTING DETAIL. LIT BOLLARD PER ELECTRICAL AND AR irrirrirr —irr —irr --irr— irr— irr ' ' ' FOR PERMIT II I B I irr —irrirr— ir� 1- 1qr/— irr —irr —irr�/� � 02 I II �rr L— 06 29.2' _ - - - - o - Lr l 14 31 14 -_� - - - ill - - - - - - - - �CC�1- - - - - ��I - - - - - - - _ _ - - - --- - - - - - - - - - - - - - - { - � iir \\ /- 5 I I 11 ��y"J� —s ��ssl� ss s ss ss ss ss S— SS— -ss / ss ss ss ss s ��. v — 04 06.25.2021 - 4.6'— Il L - JI �I / I „/' r\ DRAWN BY I D. MANVILLE .kill / 55 / �� \\ - %,; J�/ ? REVISIONS CHECKED Y J. MURPHY e5 I I I I I I I I 11 I ` \ \` i _ _ __ //i — — iL II ill %li i� _ il1 II( 111 (I( 111 r - - - �I � — — — — — ss s— III —ss � — SITE PLAN 00.00.27 04:48 PM H:\I2021\ID-2944-2102 BVA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.3.0_SITE PLAN.dwg DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B c� ACCESSIBLE STALL N of E4 WELDED STEEL SIGN SEE DETAIL E WELDED STEEL Cush TUBE CAP i n g TUBE CAP THIS SHEET SEE DETAIL FOR SIDEWALK INFORMATION m RIGID (CONCRETE) PAVEMENT o + ACCESSIBLE SECTION TABLE Terre) HANDICAPPED ACCESSIBLE ° co STALL SIGN coPARKING SIGN.SIGN TO BE FLUSH WITH SIDES OF E0 0 RAMP O O O O O RAMP LIGHT DUTY (PEDESTRIAN) LD HEAVY DUTY (TRAFFIC) HD POST ANCHORED TO POST �o �0 1_ 0 O 0 O 0 0 cushingterrell.com O O O PORTLAND CEMENT CONCRETE 4.01' 7.011 800.757.9522 VAN CCESSIBLE 4"STRIPE CRUSHED AGGREGATE BASE 4.0" 6.0" VAN ACCESSIBLE SIGN - ° LAWN OR HSS 8"x 2"x 3/16" HORROCKS IN STALL WHERE PLANTING SIGNAGE POST �II-II� INDICATED ON SITE PLAN STRUCTURAL SUBBASE NONE NONE E N G I N E E R S PLAN LU¢ 6" 12" 6" SIDEWALK TO BE 1/4" � 6„ 2, MAX HIGHER THAN NOT REQUIRED FOR NATIVE SOILS NOT REQUIRED FOR NATIVE SOILS 8" � CONCRETE ¢ PAVING AT JOINT COMPACTED SUBGRADE 12" TO 95% OF ASTM D698 FOR 12" TO 95% OF ASTM D698 FOR CDz APRONcn w 4"WIDE STRIPES AT EXISTING FILL MATERIALS EXISTING FILL MATERIALS CD a_ 4"STRIPE Q o Z 45°ANGLE Z-0"O.C. N I `" Q Q PORTLAND CEMENT CONCRETE: 4000 PSI COMPLYING WITH ITD URBAN CONCRETE HSS 8"x 2"x 3/16" o � \SIGN / co o STANDARD. SIGNAGE POST IL o N 2%MAX.SLOPE co PAINTED EMBLEM ON AGGREGATE BASE- MATERIAL TO COMPLY WITH ITD STANDARDS SPECIFICATION FOR ASPHALT PAVING(TYPICAL) _ AT ALLADAPARKINGSTALLS HIGHWAY CONSTRUCTION SECTIONS 303 AND 703 FOR AGGREGATE MATERIAL. °° ° 4 ERAHJ REQUIREMENTS _ 4'0" — EXPANSION JOINT SIDEWALK =—_ — _ _ — - STRUCTURAL SUB-BASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTION OF IIIIIIIIIIII ° IIIIIIII IIIIIIII _ _ PLAN a a GEOTECHNICAL REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4 . Z, III —III ° III- q — #4 x 12"LONG ANCHOR BAR III IIII - M IIIII THROUGH TUBING —I 9 NOTE: SEE DUMPSTER DETAIL FOR REINFORCEMENT REQUIREMENTS -1II III- II < < T T III IIIII #4 x 12"LONG ANCHOR BAR III ° III IIIII III THROUGH TUBING a � IIIIII 11 9'-0" 5' (TYPICAL) -0"STD. 9-4-(TYPICAL) FLEXIBLE (ASPHALT) PAVEMENT N — IIII„ 7 l—1 11 12'-0"VAN V-6"DIA. SECTION TABLE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A SIDE VIEW BLUE BACKGROUND,CENTERED LIGHT DUTY LD HEAVY DUTY HD ON THE CENTERLINE OF THE PARKING STALL,ALIGN LOWER ASPHALTIC CONCRETE 2.5" 3.0" SIDE OF MARKING WITH END OF ACCESSIBLE STALL SIGN (TRAFFIC SIGNAGE) PARKING SPACE(TYP.) ACCESSIBLE PARKING TYP . CRUSHED AGGREGATE BASE 4.0" 4.0" STRUCTURAL SUBBASE 12.0" 18.0" J SEE PAVEMENT SUBGRADE SEE PAVEMENT SUBGRADE COMPACTED SUBGRADE PREPARATION SECTION PREPARATION SECTION Q 20' ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX AND MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD Uj SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN) 3,600 PSI CONCRETE TYPE "R1"-1 30" X 30" AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED 1% SLOPE TO FRONT NOA REINF. RODS 2 REQUIRED AGGREGATE BASE MATERIAL STOP z STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTION OF tt GEOTECH REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4". HI INTENSITY cn 04 6 A B.C. N - A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO SECTION STOP SIGN VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. J O 6" ALL STOP SIGNS SHALL J D U M PSTE R PAD ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN U 12" ACCOMPANY A 24" WIDE WHITE ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE NUMBER F___ -NTS— STOP BAR AT INTERSECTION B181762g (DECEMBER 18, 2018) z w LU � J w N > z NOA REINF. RODS Z 12 O.C. BOTH WAYS 1-1/4" MIN. _ 2"X18" GALVANIZED STEEL 2'-0" J-BOLT ANCHOR > W PLAN FINISH GRADE 0 6" 1'-6" 0"- 1" BATTER _III Q ° III= --- CONCRETE III a ° FOOTING, SLOPE "0" ELEVATION �I ° ° a III- TOP TO ENSURE S\ONAPOSITIVE L FN DRAINAGE �o �G�sTFR��F INSTALL 6" CURB - _ " IIIIIII d ° ° — COMPACTED 06.25. R 1/2 - SUBGRADE 2021 CID 2'-6 (TAPERED TOO") 6.0' MIN. R = 1" III ° III- CONDUIT, SEE N� 13073 ELECTRICAL "' CRUSHED Oe TF OF DETECTABLE WARNING = -III ° a ° ° a a III=� AGGREGATE BASE SVNDE�� SURFACE COLORED RED — 00 z 8.3% MAX DOMES SHALL BE RIGID INSERTS R = 3 1/2" L III © zozo I ALL RIGHTS RESERVED o WET-SET INTO THE CONCRETE PER ISPWC (± 1/2") -III °Tb°Tc° °T� III (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) =IIIII IIIIIII FOR PERMIT INSTALL ONLY WHERE NOTED ON CS101 III=�1�8�„III 1 EXTEND 34" MINUS N NOTES:. 06.25.2021 AGGREGATE BASE 1. REFER TO PLANS FOR EXACT LIT BOLLARD LOCATIONS. DRAWN BY I D. MANVILLE INSTALL 6" CURB 6" BEYOND TBC 2. INSTALL PER MANUFACTURERS RECOMMENDATIONS. CHECKED BY I J. MURPHY (TAPERED TO 0") REVISIONS MODIFIED ADA RAMP 6" "MODIFIED" REVERSE SLOPE CURB & GUTTER LIT BOLLARD FOOTING DETAIL -NTS- -NTS- SITE DETAILS CS002 013.90.27 04:48 PM H:\I2021\ID-2944-2102 BVA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.3.0_SITE PLAN.dwg DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B Cushi n g oRR ° r Terrel 2 cushingterrell.com W \ 800.757.9522 \ \ \ NOTES: � 4 f = = vARD \ 1. ALL IMPROVEMENTS ON THIS SIDE OF THE DELINEATION LINE HORROCKS SHALL BE BID AS PART OF THE TMX RETAIL, BUT COSTS SHOULD BE 0 20' 40' -Ihll� E N G I N E E R S BROKEN OUT AS "COMMON AREA IMPROVEMENTS". SCALE:1"=20' - -- ` - _ LEGEND: LIMITS OF DISTURBANCE r \ _ \ , �- �` \,� � � � „\ \, I \�?�w��; J - _ - - - - - - ---Ge- GRADE BREAK _ STA:0+01.6 - - - OFF:+15.50'I TOP OF ASPHALT ELEVATION LOD �; w _ _ _ _ .t» TBC=2572.94 O // \ - - - - - - - TOP OF CONCRETE i STA:0+15.8 0 3z 0+ o:oo '� / 72»W T � O TBC:2885.28 TOP OF BACK OF CURB OFF:+15.50' p �� , ' ;Sam- , 12'�� - - TBC=2572_20 2 - \ \' � _..-\ �Sd \\\\ - - STA:0+00.0 �`sa \\ / / FG 2665.26 FINISHED GRADE OFF:-15.50' \\\ j\ TBC=2572.37 ` , \ ' e a\`` ti 5a \\\ \ \ TBDC:2665.26 TOP OF BACK OF DEPRESSED CONCRETE 25 - - - - \ \ // / i- = _ _ TODC:2685.26 TOP OF DEPRESSED CURB / ' o STA:0+15.8 \ \\ dye yam \\� /li - T1 2665.26 TOP BACK OF CURB MATCH OFF: 15.50' MArCH EX. EXISTING TBC=2572.20 �� sa L IrJ - - - - �_ o° ' \ -, roc:2665.26 TOP OF CONCRETE MATCH _� �� i ri MATCH EX. - - - - - - - - - TBC 2571.41 \TBC 2571.52 �" r\\ \ \ /j i EXISTING O - - - - \, `� / r r� r TOA:2665.26 STA:0+55.6 � - OFF:+15.50' ' 2' r' TOP OF ASPHALT MATCH EXISTING TBC 2570.71 TBC 2571.73 G2 MATCH EX. TBC=2571.55 ' �� ' � � , � � � \�� \ �� .� r rr�� ' - - - - - - - - - - - - - -2571- - - - - - - - - - - G2 � G3 �` \ X rr /irr Bow2ss5.2s BOTTOM OF WALL I - - - - - - - - - TBC2571.30 ' PC:o, - 1• °�° �. -� iipi 7 �` ` r2„ �, r/ r „' FFE:2665.26 FINISH FLOOR ELEVATION TBC 2571.65 / 1 , \ „ rsc 2ss5.2s TOP BACK OF CURB FUTURE _ 1 67 TBC 2571.U/ 1.7% r'cS, I / STA:0+55.6 "` TBC 2571.78 ` \ \ r7 STA:0+76.8 � \ rr OFF:-15.50' , r' \ OFF: 571.2' 1 ° I TBC=2571.55 TBC=2571.21 1 � Pr:0+7 4 / TBC 2572.60 \ ri 1 I STA:0+76.8 �/ 78% 1.7% 1 7% TBC 2572.70 ° / \'�•, OFF:0+76. ' �� TODC 2572.42 TBC 2572.61 4 SR n a 1 oo11 TBC-2571.21 TBC 2571.52 �` GRADING KEYNOTES 1 1 1] I TBC 2571.56 1,6% TBDC 2572.31 TODC 2572.40 \ Lod TBDC 2572.35 TBDC 2572.31 Iri ` - 1 76 o TBC 2571.77 C TBDC 2572.31 W 1 I 1 _o CD 1 TBC2571.84 LO I� 1 sa\� G1 MATCH EXISTING CURB AND GUTTER a TBC 2572.80 O O r ° TOC 2571.93 TBDC 2572.12 T + + - TBC 2571.51 1 r- r- n a TOC 2571.95 TODC 2572.25 ,2.0% 1 oil I 78� BC 2571.60 �_ - °� ' ' TOC 2572.14 TBC 2572.52 s G2 STORM DRAIN INLET AT LOW POINT. SEE SHEET C0001. 1 TBC 2571.83 TOC 2572.44 TODC 2572.26 1 r 11 TODC 2571.50 a _f 75!/ e > I_ 1 o / I ��-f° .. I o TBC 25 J2.59 iI �� TRASH ENCLOSURE. ENSURE GRADING SHALL DRAIN AWAY FROM 1 ° 11 I - - TBDC 2571.37 7 TOC 2572.06 G3 S o TOG 2572.44 a 1 1 \ 1 1 11 TBDC 2571.42 ° TBDC 2572.20 \ o ENCLOSURE & BUILDING. Z Cat TOC 2572.29 TBC 2572.69 �� I � ❑ � I �� TODC 2571.57 G5 � � w , ,.,�< '°�°, �� ` 1 + TOC 2572.00 N TBDC 2572.17 G4 TRANSITION CURB NOT TO EXCEED 8.3% SLOPE J TOG 2571.64 O 2 2.29 TOC 2572 29 T C 57 .\ TBC 2571.96 9 / '� i`,\ TOC 2572.1V , 7S0 9 I 1 ,So BOW 2572.05 TOC 2571.57r TOC 2572.36 r I� 1 G5 LANDING SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION PER ADA 1 1 1 ❑ 1 7 TOC 2572.26 T O 8i TOC 2572.10 A ^TOC 2571 42 T a REQUIREMENTS ° a TOC 2572 25 h^ u 1 O 1 TBC 2570.97 TOC 2571.47 ti TBC 2572.59 U ?s I \ TRANSITION ZONE, SLOPE SHALL NOT EXCEED 5% IN ANY J 1 �GB 7 1 DIRECTION 1 TOC 2572.16 7S ` °»` TBC 2572.43 so ` I J 1 1 0 1 TBC 2571.27 TBC 2571.60 �O° TBC 2572.40 STA: 1+60.7 1 J 1 I �� TBC _ -' G7 MATCH EXISTING SIDEWALK U OG2 1 STA: 1+60.7 G2 _ _o -TOC 2572.50 i 7 OFF:+15.50' °01 0 1 o OFF:-15.50, O TBC 2571.28 j ° TOG 2572.34 o� TBC=2570.33 nI 1 N TBC=2570.33 �� ,' 3•g j_ _ TOG 2572.50 - - - - w W r i TBC 2571.19 i �y s� TOC 2572.49 TO; 2572.49 'TBC 2572.30 G8 SEE NOTE 1 THIS SHEET J o� TBC 2572.14 a� i d � 7 I I I TBC 2570.98 TOC 2572.16 � •So I I III 1 1 1 1"3% TOG 2572.50 ` TOG 2572.50 TBC 2572.31 ° \ ' ) - 1 2.3% TBC 2571.61 - z" v J 1 I 3,jo' TOC 2572.50 _ sa TBC 2571.74 - ' /o FFE 2572.50 I TOC 2572.50 _12" sd-I--�12* a - w 2 TBC 2572.07 TOC 2572.40 / TBC 2572.00 u�- > 1 1 I TBC 9.72.32 u TBC 2572.31 Z 1 TOC 2572.16 n ` ` 1 � � TOC 2572.50 1 - - - - - 2570- - - - - - - - - - - 1.7/ 2.1 o ?10 TOC 2572.50 TOC 2572.50 1 I °id TOC 2572.50 a G2 ` 1.4% ° TOC 2572.28 l.g% i j \ LU TOC 2572.50 1 1 1 I a TOC 2572.50 7 TBC 2572.33 n ` O O ° TOC 2572.15 FFE 2572.50 / TBC 2572.33 TBC 2571.89 TBC 2572.33 1 O O i ° 2 4 1 OC 2572.50 77 F - i 1 1 N N w TOG 2572.14 l TOC 2572.12 11 / / / I 1 '- - mil/ I r_�```_ _ (TOC 2572.49 ` 2.3% TBC 2572.35 / / \ l �S\pNAI ENc g�g 62 2.3% a TOC 2572.11) 2572.50 1 1 1 I TBC 2570.58 TBC 2571.99 ,FFE 2572.50 �8= u / ' (�E IDIAN 06.25.2021 TOC 2570.53 ° TBC 2572.36 TBC 2570.68 TBC 2571.69 2.1% 2 G 4 S° TOC 2572.50 Y 1 J TOC 2570.75 TBC 2571.53 _� TOG 2572.11 1 1 I TODC 2570.40 a / N� 13073 y ° TBDC 2570.26 TBC 2571.58 .1, %, TOG 2572 50 9 \ r/ OF SOP QC9 1 1 f 4� / s� o�� STA:2+43.4 � � f 5 TBC 2571.37 I l l u 1 \ e OFF:-15.50' f ° TBDC 2571.09 TBC 2572.38 91rr N f TBC 2571.76 rr 1 1 ° TBC=2571.17 i /. TBDC 2570.42 TOC 2572.50 / rr 1 I f! TBC 2570.92 TOG 2571.96 {�} TBC 2572.39 H l rr r TBDC 2570.49 �'0p . 1 1% FFE 2572'S0� / p/ © 2020 ALL RIGHTS RESERVED 1 1 a. 1 TODC 2570.58 $ TOC 5 '2.220 TOC 2571.02 TBDC 2571.16 TOC 2572.17 TOC 2572.50 � � / / / / / I ri r�r I 1 1 1^ STA:2+57.9 L TBC 2571.36 g TBC 2571.0 TBC 2571.66 �° TBC 2572.39 1 OFF:-30.00' - TODC 2570.85 / - TOGrr rr TBC=2571.54 TOG 2570.86 1 TOC 2572 06 corr r r TOBC 2572.39 C 2572.27 1 1 1 TBC 2571.16 TODC 2571.33 .` _ O > 'o\o �°\° TBC 2572.40 rrrr r , FOR PERMIT 1 _ TBDC 2570.86 - -2569 - - - - - - - - - - - �' TBC 2571.24 I 71• TBC 2572All .27 °� 2572.8 TOC 25 74 - - - - TBDC 2570.74 ' `- Or TOC 2571.92 �� it /l rrr r r - -2568 - - - - - - - - - - - - - - r r - - -2568 - - - - - - - -I- o� - - - - ��_ _�� - - - - - - - - `�" _ ° BC H r r sobrien _J T5 , - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - 2569- - - - - - - - - - - - - - - - - - - - - - - - - - _ ° - _ - - ------- TBC2571.99 - - - - - - - - - - _ _ rr r r 06.25.2021 PEA �° - - - - - - o - - - o TBC 2572.05 - - - - - - -- - _- - - �- r Jul 07 2021 4+ - ' ----- 5 MI --- ' c~.i - - - - - - - - - -- - - - - -- -_ - - - TBC2572.11 - - - - - - - _ - -` 76,o bl r r DRAWN BY I D. MANVILLE -� _ - - - - STA:2+70.9 c� -- o - - - - -� - - - - - - TBC 257 - - - - o o - _ _ _ ° ' TOC 2572.19 2 21 - \ rr// CHECKED BY J. MURPHY OFF: 571.6 ' ` ° TBC2571.98 TBDC2571.32 _ � .1 TBDC2571.35 _ + - - - - - - - - - - - - _ _ _ _ --F - - _ _ - - - ° 7 ` jl TBC=2571.60 - ° N REVISIONS 1, TBC2571.82 TBC2571.85 - - - - N - - - - - - - - - - - - - � 1 - - TODC 2571.49 ' STA:2+83.9 _ _ _ �� 1 , TODC2571.52 � _ - - - -2571 - - - - - - - - - - - - - - - - TBC2572.65 // OFF:-35.00' G7 - TOC 2572.69 ' - - _ _ r 2570 T-our TBC 2572.14 ' r TBC=2571.98 G h LOD LOD r S A.3+03.4 TOG 2571.90 TOC 2571.93 irr - irr irr - irr l"1 - - - - - - - - - - - - / - - _ LOD - L 2572 _ - - - - ) F.-15.50'- - - - - - - - -Leo- - - - �oD / -2571 - - - r- --irr - - - -irr -irr --irr- irr irr -LSD -irr -L@D irr �Op- - -SOD / G1 1 �O;=2572.10 � �-LOD D LOD irr irr irr irr id / /Ur/--- irr- irr irr / �r -irr- -STA:3+04.4 M 3 01M - -LOD '1 TOG 2572.70 TOG 2571.95 L� II / - - - - - - - - OFFCHEX8' - - - - - - = 2573- - - - - -_ _ _ - - -__- - - - _ _ _ _ _ _ _ /ir n l l 11 - - - - - - - TOC2572.74 -== =� _ ==- ==-= - - - - - - - - - - - --- - - - - - - - - - = - - = MATCH EX. iTA:3 11.9 - II F - - -� _ - 2573=- - - \\ TBC=2572.14�FF:- 5.50' ° �� s 1�SSI� ss ss ss��-'L- /STA:3+04.4 _ G1 STA:3+04.4 i 1 1 i1 i �/ 1 j11 11 I ss s ss ss- ss - ss - s -<-ti-ss - ss 1u-ss - � 1 TBC-25 2.24 OFF:-32.12' p s ss OFF:+27.38' 2572 TBC=2572.44 - -11 / ill q 1 - 1 / LOD TBC=2572.14 r N ❑ I III 11 _ � / III 11 Il i N STA:3+18.9 55 - - -2573-(�l �� I STA:3+18.9 LOD n :3+21.89 ��- r r ' - - - - - - - -� i 1\ �� -LOD L D OFF:-32.11' _-�- C STA:3+18.9 STA:3+11.9 TBC=2572.62 _ OFF:+27.39' STA:3+21.4 DFF:+15.50' 4V TB( OFF: =2572.34 OFF:+24.98' C=2572.22 STA:3+21.4 STA:3 9.61' j5� TBC=2572.37 OFF:-25.00' OFF:-29.61' �/ 1 1 I I GRADING PLAN TBC=2572.58 TBC=2572.34 TBC=2572.51CGO01 y/ I 013.09.27 11:09 AM H:\I2021\ID-2944-2102 BVA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.4.0_GRADING PLAN.dwg 000uoign Envelope ID:oauoAs s2Eoo60a - R 0 SEWER KEYNOTES WATER KEYNOTES - - / V4/V� SERV|CE LINE CONNECTION. COORDINATE CONNECTION VV|TH C � � �� U�lNing - ��l{��O�O|NATECONNECT|ONVV|THK�ECHAN|CALPLANS �m* K4ECHAN|CALPLAN ��»� �N/" �'� � ~�~ � - 1, �� FDC CONNECTION. COORDINATE CONNECTION VV|TH Terrell \�«/. K8ECHAN|CALPLAN � |NSTALLCLEANOUT PER |SPVVCSO'508 . - ~ - INSTALL 8�8"x8^ TEE W/THRUST BLOCK PER, |SPVVCSD~403 �� - / INSTALL 8'' PVC SDR 35SEVVER LINE cushi0��ternell^cor� - INSTALL 8''x8^ REDUCER 800.757.9522 INSTALL 4'' PVC SOR35SEVVERL|NE ' x��|N8TALL8'' PVCCU0OVVATERL|NE (�W|N. 4FEETCOVERON \��/ `~' K8A|NL|NE) HORROCKS � INSTALL 8'' PVC SDR35 SEWER LINE (K4|N� 4 FEET COVER) INSTALL 2''WATER METER & SERVICE, PER CITY OFMERIDIAN STANDARD DETAIL VV4 " sobrien �-./ ��|NSTALLONETYPEAK�ANHOLE. PER |SPVVCSD'5U1 �_z APPROVED FOR CONSTRUCTn)e'onwour " �x�/INSTALL 8'' JUR|SD|CT|(}NALG/\TEVALVE `"° ^"°"".. `~' LOD QLPE PLAN REVIEW 24 CONNECT TO EXISTING SEWER K8ANHOLE, SEE NOTE 1 THIS INSTALL 8" FIRE LINE AND FIRE HYDRANT ASSEMBLY, PER CITY �� These plans and/or specifications have been � SHEET. ��/OF MERIDIAN STANDARD DETAIL VV8. INSTALL 8''x8''x8^ TEE WITH ~-' 6'' GATE VALVE ON FIRE LINE reviewed by a Qualified Licensed Professional |NSTALLSEVVERSTUB CONNECT|ON PER |SPVVC SD 511 �-�INSTALL 8''x8^x8''x8'' CROSS N�THRUST BLOCK PER |SPVVC Engineer (QLPE) for compliance with IDAPA " �� . \34/ . �58.01.08 and 58.01.16 as allowed under `_- SD'4O3 Idaho Code 39-118. If construction does not " / �,�INSTALL 3''VENT PIPE SEE MECHANICAL PLANS PLANS. � COORDINATE CONNECTION MECHANICAL fm�/|NSTALL8'' 11.25~ BEND N8 THRUST BL(}CK. PER |SpVVC SO'403 �commence within twelve (12) months of this z__ X STUB FOR FUTURE C0NNECT|ON, NV STANDARD SERVICEapproval date, plans and/or specifications INSTALL 8''45^ BEND W/THRUST BLOCK PER |SPVVC SD4U3 must be resubmitted for review. / MARKER, PER |SPVVCSO'512 ��/ ' 30 jr, , 0 INSTALL 3.80O GALLON GREASE INTERCEPTOR, (SEE NOTES ��INSTALL 8'' SERVICE (8''x8''TEE WITH 8'' GATE VALVE ON —DocuSigned by: v 2 AND 3 THIS SHEET)11621 ��/ SERVICE LINE) � / --Qt0E1Eug4FmP_r Lic. No. Date �,�|NSTALLSEVVERSAK�PL|NG CLEANOUT/pORTpERC|TYOF ��/|NSTALL2'' SU~ BEND VV/THRUST BLOCK Keller Associates, Inc. 208-288-1992 " � 4ER|O|AN GREASE INTERCEPTOR REQUIREMENTS y INSTALL 2''45^ BEND VV/THRUST BLOCK . / ALLIMPROVEMENTSTHISSIDE V / PRIVATE SEVVERLATERAUSERV|CE � -�- POTABLE/N(}N POTABLECROSSING. K�A|NTA|N 18^ VERTICAL _ c�/ SEPARATION ' 3-5/ 10 �=||N5TALLSEVVERCLEANOUTPERC|TYOF MERIDIAN V ��STANDARO DETA|L S1 STUB FOR FUTURE CONNECTION. INSTALL TEMPORARY BLOW `-' U c�� OFF. PER CITY OF MERIDIAN STANDARD DETAIL VV12 PRESSURE IRRIGATION KEYNOTES ��|NSTALL8'' PVCC0U0F|REL|NE �� l U n | INSTALL PRESSURE IRRIGATION SERVICE LINE �� a�\EX|ST|N(� VVATERK1ANH{}LE SEE SHEET CEU01 uu�*ox T�� ' 'N,""' """"°""(=) K - STUB PRESSURE IRRIGATION SERVICE LINE FOR FUTURE ~ �62 CONNECTION CONNECT TO EXISTING WATER LINE � �~ w �3 CONNECT TO EXISTING PRESSURE IRRIGATION MAIN LINE /�� N '°="'" "� � '""� c~� �o�/|NSTALL 12^x8REDUCER �� ' Un) �4 INSTALL 4'' PRESSURE IRRIGATION LINE /��INSTALL 8'' GATE VALVE PER CITY OF MERIDIAN STANDARD cz �� RIM-2572.42 DETAIL VV1 1 -- 9s INSTALL 8"x4"x0" TEE AND 4" GATE VALVE /��|NSTALL2'' PVCVVATERSERV|CEL|NE' K�USTBEVVATERCLA55 - \ � NN N 97 " Y��'P|PE N�N�� |NSTALL4'' GATE VALVE AND 4^x2'' REDUCER /��INSTALL 2"VVATERSERVICE CONNECTION PER CITY OF , �� \��/ `.~ MER|D|AN STANDARD OETA|LVV4 10, U " /�� u |NSTALL 2'' 2� 5^ BEND VV/TH�U5T BLOCK �� M50 �� MISCELLANEOUS KEYNOTES 61_ STORM DRAIN KEYNOTES PUBLIC WATER UTILITY EASEMENT, ''VV.E." CID A A' RIM:2572.07 V �� INSTALL GTC�F�K� DRAIN C�ATC�HBASIN TYPE 1. PEF� |GPVVC ��y^� "-- GO'GO1 PUBLIC 5EVVERUTILITY EASEK�ENT. ''S.5.E.'' �� V " -~ � '=", '^ S.D.@"=% k |N8TALL8T{}RM DRAIN MANHOLE PER |8PVV{� 8O O1� �' �N -V ' ' PUBLIC P{}VVERUTILITY EASEK�ENT. ^P.U.E.'' � � �� ^~.. \/ --� _ |NGTALL8"x8" LANO8{�APEAREA DRAIN /NOG B/\8|NVV|TH �� .� ` --� ' ��-� �� -- CAST ' ��R��I�� I��I��J��^I�� K FO� G�ATEOETA|L " K ��`|N8TALL8ANOANO {�F�EA8ETRAp' GEEGHEET {�UOD4F[}R INSTALL 15" GRAVITY |RR|GAT|[}NLINE SEE NOTE 4THIS ' -�- �=�OETA|L \�yGHEET �� NN N, � U U N~0~� INFILTRATION TRENCH SEEPAGE BED, SEE 8HEET{ UDO4 2 FOR DETAIL. � CONNECT TO EXISTING IRRIGATION STRUCTURE N *��`INSTALL C�LEAN{�UT AND C�OORO|NATE {�{�NNECT|ONVV|TH /�`|NSTALL48" IRRIGATION MANHOLE. PER |SPVVC U) MECHANICAL \�ySpEC|F|CAT|ONS SEE NOTE THIS SHEET. �� U U11.11 10,CO INSTALL 12" 8TOFlK4 DRAIN LINE ��`INSTALL OUTFLOVVSTRUCTURE AND CONNECT TO � EXISTING PURDAK8 SEE NOTE 4 THIS SHEET. 0 NNN INSTALL 1O^ STORK� DRAIN LINE ��`GEE DETAIL 1 THIS SHEET FOR CONTINUATION OF GRAVITY �� o ' INV \��|RR|GAT|ON LINE ~~- N---- U CO 0 " ��>|NSTALL 4^ STORM DRAIN LINE RIM:2572.26 �� ELECTRICAL/ JOINT TRENCH KEYNOTES � '- '' INSTALL 8' STORK DRAIN LINE INSTALL |OAH{ POWER JOINT TRENCH AND 31 COMMUNICATION LINES. SPARES TO INCLUDE (1) 4''. (3) 2" INSTALL TEMPORARY DRAINAGE PIT G' DEEP WITH 1.5'''2" VVASHEO DRAIN ROCK mm /�\INSTALL 5'X7' SECTOR VAULT PER |OAHO POWER PLAN. u NOTES, NN 1� CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EX. INSTALL TRANSFORMER PER |OAHO POWER PLAN. 13073 SEWER LINE AND EX SEWER MANHOLE PRIOR COORDINATE SECONDARY FEED FROM BUILDING WITH �� c� �� CONSTRUCTION. CONTRACTOR ELECT�|CALPLANS �� mm ' � . �� AFTER EX INVERT DETERMINED, PRIOR TO �� ' �� NN "'~,=°`"" 80 ^ CONSTRUCTION /u\CONNECT J0NT TRENCH TO EX|S|TNG |DAHO POWER ~.�� ~ 2. GREASE |NTERCEPT0RTO K�EETOR EXCEED OLOCASTLE @uouo | ALL RIGHTS nsoERvso K�ODELG7-3O08SPEC|F|CAT0NSOREOU|VALENT 3 OVVNERTO K�A|NTA|N GREASE |NTERCEPT0R ELECTRICAL CONTRACTOR TO INSTALL COMMUNICATIONS 4� GRAVITY IRRIGATION SHALL BE BID AS PART OF THE TK4X VAULT. CONTRACTOR TO COORDINATE W8 JOINT TRENCH F[][� ��[��IT -Do 83 RETAIL, BUT BE BROKEN OUT ''COK�K8ON ��'/|NSTALLERTOSTU8ALL FRANCHISE COMMUNICATIONS �|-- CONDUITS SPARES TO VAULT irr LO irr— irr / AREA |K�PROVEK�ENTS'' . � � � —LloD LOD— \ p� n/wS��| irr '�/r—~'r--i"---'~___* ,� � 93 :2571.90 - - - - - - - - - - - - - �2 `~ `~`^ ~~�i c�/ /w«/w'm�'�u�*a nna0U 1 12F/nnMv03 o � NN - »» �J � - � - - - - 1 ^ � � " r - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ �/��=�� R/*'unn.»^ 07.012021 NN v* / / o - f - - \=�/wv/w:2ouo15om«a / // // / _L -_� __ =__ __= — ° /w«w2nm�oomo __ /wvOUT2ouo1rwm ORAVVNBYID. MANV|LLE Uj' | / �/ /� / - ��o 4NV--- `- ---�---�---�� S CHE��D � �J MURPY NN / / ``- n��or�r�m�oon� / �^ �� NN � / // /r -�/ / // /w« 2 «2» 8 / / �� NN REV|S0NS ' �� "� | | | | | 0 // ~~ sx/wxovr2oum±mrmW | | | �� | �� | | �~ NN '� �mo � -�uoo----��-uoo� - � -� ` -� - - -- ~ // �r `=�' / / / / | | ,��or�ao �,�ow �� -- ~d� -~----� " 708 ��~ Uj to Uj �� ~ �� / � / / / �� ~V � � --' � ` NN �� -- mm - 'LOD .j /nn�^�* NN // - � - � �p-- | / \1 � m��oun, \10 | / w«IN:e�*^^`�va u�F~ / / , NV OUT:e�*�^.1�mn ` '°~~ ~ ~~= ` /o/ - - - - - � - � Al \ �E�«�m�-' / � / '' NN � 1' / ' n~��~l`, + /� ,( ,' / // / mm n [- - � - --' � � �� NN - | �/ � � L--��-�| \ / / | | | �j �� ~ �� NN NN UTILITY p�/\�� - — PLAN IRRIGATION4�, /n o/ '� / / n mm NN / u - � / ' /n n/ � o / / n / OUTFLOW '/ �n n� '"""L�� - 2" r - 71 / / / / / (U U] | | | | | | | CU001_/_ _ ./ / �� 0) / �. � /n 08.08z703:131111pw | x:%12021xo*94*-210emm r*Crossing n^tai/I\Projamoummxc^o\2.o Sheet Fileo\Cu��mmnom°mnmplanmo-2ow-21o2_n.5u_urur/pLAw.dwm DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B / IFF______ - - - _ - - ii STA:3+11.9 \ Cushing STA:0+00.0 / o STA:3+04.4 OFF:-15.50' /� \ / OFF:-15.50 / 0 1 1 9/ s n 7' TBC=2572.37 // \ ❑ MATCH EX. 1 TBC'=2572.24 R R O \ \ / o Terrell I STA:0+15.8 STA:0+55.6 \ \ I1 1 TBC=2572.44II STA:3+18.9 ` "� OFF:-15.50' OFF:-15.50' /� �ZT TBC=2572.20 TBC=2571.55 // STA:2 0.00, TBC=2572.62 /TBC:= 9 OFF:-32.11' oo OFF:-30.00' �q 1 1 I / OFF:-35.00' zi ) - / e I 571.98 1 CIO + g o07 `/ FSTA:0+76.8 STA: 1+60.7 / TBC=2571.54 \ \ II 1 1.8% _� I�� Nf III cushlrl terrell.com STA:3+21.4 g / OFF:-15.50' OFF:-15.50' / I I j,-1- I --_ � •, �� 00) TBoC=2507 1.21� _- TBC=2570.33 /- STA:2+43.4 D0� \ I OFF:-29.6 1' 007 OFF:-15.50' TBC=2572.58 t G I E 4 800.757.9522 0 4-�- TBC=2571.17 ---------- --- STA:3+21.4Go1 D Oo, Doi �� NO - OFF:-25.00' I HORROCKS a h \ I TBC=2572.51 0 20' 40' -Ihll _ I ❑ E N G I N E E R S \ 0 STA:3+03.4 �o n M - II OFF: 50' '1+00 10 Nm I SCALE:1 =20' irr - SCALE:1"=1' o i 3+ 3+ 2 0+94�o I I + / 5 2+00 STA:0+01.6' I / 3 ®1 ❑ ii 2570 OFF:+15.50' STA:3+11.9 q TBC=2572.94 v� \ / i 11 L q / OFF:+15.50' _ F�l - _ _ - 4 STA:0+15.8 OD Z j LOD�Zpi- - FLU11- -_ -- TBC=2572.22 OFF:+15.50' / oI - LOD ----------�/----- L99----------- ------------- P:4+0 / - TBC F 2571.55 15.50' _--- OFF:+27 N o TBC-2572.20 STA:0+55.6 OFF:+15.50' ---- �1 STA:3+04.4 N STA:3+21.4 u q ' OFF: +15.50' / STA: 1+60.7 1 1 1 1 / MATCH EX. OFF: +2572. TBC=2571.21 // N O i TBC=2572.14 1L D L TBC=2572.37 OFF: +15.50' 1 I / TBC=2570.33 STA:2+70.9 0 1 1 STA:3+18.9 / OFF:+15.50' ° 1 OFF: +27.39' TBC=2571.6 A II i TBC=2572.34 I I I I I LOW PT STA:1+60.75 LOW PT ELEV:2570.13 PVI STA:1+59.51 GRADE BREAK STA=0+00.00 PVI ELEV:2569.66 CL ELEV= 2572.25 K:37.00 GRADE BREA STA=3+21.89 LVC:117.76 CL LEV= 2572.19 PROPOSED GRADE m o a7 0 0 +LO N N N \ W (n - \ 7 J 7 m W W / EXISTING GRADE \\` _ Uj 257 - 2570 v � � c/) _ I I I I I I 1 ' I U O J J 1■1� I I vJ I I Z w W � J n - w z Z ~ W o H 2565 2565 0 00 1 +00 2+00 3+00 3 30 �S�ONAL ENG G\S r�RF 1 DRIVE AISLE PROFILE 06.25.2021 � SCALE: 1:20 H 1:1 V N� 13073 ape TF OF SOP QC9 '9U N p�Fz�' CL © 2020 I ALL RIGHTS RESERVED I FOR PERMIT I PROPOSED PAVEMENT.SEE SHEETS CS001 &CS002 FOR PAVEMENT SECTION. I I 06.25.2021 DRAWN BY I D. MANVILLE 2 13.5' 13.5' 2' CHECKED BY I J. MURPHY PROPOSED REVISIONS CURB&GUTTER - 2% 2% -� 0 0 0 0 0 0 PROPOSED GRADE O� S S �OO O�O� �O�O�O�O 0 O o EXISTING GRADE 0 0 0 0 0 0 0 0 0 0 0 I I I I DRIVE AISLE PLAN 2 TYPICAL DRIVE AISLE SECTION AND PROFILE CG002 SCALE: NTS CGO02 0121.09.27 11:09 AM H:\12021\ID-2944-2102 BVA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.4.0_GRADING PLAN.dwg DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B Cusheing OR x o 0 Terrell III Nim cushingterrell.com 800.757.9522 / I I zo` -4 - ' / I Eo I I I o II - - - - c N E HORROCKS 0 20' 40' E—N' E NSCALE:1"=20' o r I I I tL 07 o I ' rn 0d1j DOl 0p7 ` 27LF OF 6"S.S.@1.00% I i I i I �c / ——————— --- -------- ---------- --- °° ICI _� J - Sao, � ° �— �� M 1.9 -OOl aC� OOl aOl OOl ❑Ol a0l ❑0� a0l I I o M B E� J M„8 M„' M„B—IM„8 FM „8 M..B M..8 O ��1+00 -------- 2+00_ LOD --------------- I 3+00 3+22 \ I I I — !� I I I o to ss ss ss ssI— I I �� too E� _LOD toD LOD -- --- la...— --- -- -- -- - / ---LL LOD 1. ------ ------. -------- 0 I L9B— —————————————— ————— ——— I I 7 I � 14LF OF 6"S.S.@1.00% I I I 14LF OF 6"S.S.@1.00% � LOD LOD I I � o II I STA: 1+03.62 �I SSM H-03 STA:2+76.38 I RIM:2570.44 SSMH-02RIM:2571.35 I INV OUT:2564.46 8"(S) INV IN:2563.77 8"(N) p INV OUT:2563.67 8"(E) °o it E IDIAN -- IDAHO -0+15 0+00 1 +00 2+00 3+00 3+50 J Q sobrien W Jul 07 2021 PROPOSED GRADE EXISTING GRADE _ 2570- - _ _ 2570 z STING 12"WATER O\ O CU CONNECT TO J EXISTING 12"WATER J ------------------------------------ LU --------------------------------------------------- LIJ S LATERAL I- 6"SS LATERAL 8" C900 PVC - W ----_-__-_-__------—— 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -172.76'of 8"S.S. @ 0.40° - - L - - - - - - - I— LU tY C) L N_ r p cliCl) V v w v h cc + Mp � N 6"SS LATERAL = N M M 0 (0M SS�ONAL F'VG M n Qg N z p 06.25.2021 > > z z 2560 2560 N� 13073 OF P , SVNDE�� © 2020 I ALL RIGHTS RESERVED FOR PERMIT 06.25.2021 DRAWN BY I D. MANVILLE 2555 2555 CHECKED Y I J. MURPHY rn o N REVISIONS 0 o No o APPROVED FOR CONSTRUCT L Lo N Lo N N N N N N Lo N QLPE PLAN REVIEW These plans and/or specifications have been 0+00 1+00 2+00 3+00 reviewed by a Qualified Licensed Professional Engineer (QLPE) for compliance with IDAPA 1 DRIVE AISLE PROFILE 58.01.08 and 58.01.16 as allowed under Idaho Code 39-118. If construction does not SCALE: 1:20 H 1:2V commence within twelve (12) months of this approval date, plans and/or specifications must be resubmitted for review. DoouSigned by: _ UTILITY PROFILE 11621 7121202 4WE7E7"er Lic. No. Date Keller Associates, Inc. - 208-288-1992CU002 00.00.27 03:04 PM H:\I2021\ID-2944-2102 BVA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.5.O_UTILITY PLAN.dwg DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B Cushing oillR Terrel 0o I I I a STA:2+42.62 3 SS STUB-4 �\ I I STA:2+76.37_ RIM:2568.62-\II o❑ I a 6rr Cushingterre l l.com SSMH-013 91 RIM:2571.23 : . ( ) 800.757.9522 +58.43 2 / rr J INV IN:2563.38 6"(E) STA: SSCO-04 ° pi:6 / a rr to Nf 5 14LF OF 6 S.S.@1.00/o I I I INV IN:2563.21 8"(W) d 35LF OF 6"S.S.@1.00/o ¢ a RIM:2572.26 INV OUT:2563.11 8"(S) / C I I m r I ? INV OUT:2566.62 4"(SW) 7O /// I N E HORROCKS �0 2VU -------- -0 ---- r .❑Ol ❑O ❑O- L� STA:2+76.38 ' 25LF OFJ4"S.S. - @2.00% 0 2„n / SSMH-02 J ` / SCALE.1 =20 RIM:2571.35 0 --- ,:w 6„w 6„w 6:, • �. DLO --------- . "w N) g INV IN:2563.77 8 s"w 6"w 8 "( INV OUT:2563.67 8"(E) a - PL PL �J STA:2+43.63 u 12LF±OF 6"S.S.@1.00% M o % 4+�� - - ------ J 00 �• - ------ I 6'+00 0 O RIM:025711.83 ///H i - - - S , INV IN:2568.04 6"(W) 115LF OF 8"S.S.@0.40% d co co INV OUT:2568.04 6"(S) ss ss s. I 104LF OF 6"S.S.@3.63% _ 11 / H I - - - ----------------- ��fCT - QQT ACT - - ��aflT aaI HHI HHI aHI aal-� ID LOD r-LO-D - - - - -LOD- - - - - - - aHI HHI ° - � - - STA:2+7 6.36 HHI HHI a I Hal-irr -irr -irr Irr Q- LOD LOD r ❑ a I LOD - aHI IR Q rr -irr --irr irr irr- irr- irr0LOD SSCO-O3 L D LOD L _32LF OF 8"S.S.@0.40% D irr - r RIM'2571.87- irr irr -irr irr-_ -irr -irrL� ❑ -1 � INV OUT:2567176"(W) I// /liL�rr - - - - - - - - - - - - - - - l- , Or __- -__� I - _ _ _ - _ _� - - - - - - - - - - - - - - - - - - - - - 5LF±OF6"S.S.@1.00% ssl1� ss ss ss -- s -HI-ss ---t- f J.�-/-ss �L -/I1 Ss ss ss�\ I�s$' I I I ❑ )_L D I I I I STA:2+76.36 / r r N o SSCO-02 i o° +I RIM:2571.90 p "k LOD LOD M LOD LOD - - - - - / INV IN:2567.22 6"(E) 43/ y6 55 STA:3+08.81 STA:2+76.36 EX-SSMH SSG-01 RIM:2573.06 RIM:2572.01 yy/ INV IN:2562.98 8"(N) INV IN:2567.69 6"(N) INV OUT:2559.70±(SW) INV OUT:2567.34 6"(W) 3+50 4+00 5+00 6+00 7+00 7+50 J Q SANITARY GREASE E IDIAN _. W INTERCEPTOR PROPOSED GRADE fJAHC� �" II EXISTING GRADE - 2570 2570 - - - - - - - - I O 3.19'of 6"S.S. @ 1.00% O L) III i U 6" FIRE HYDRANT 8"STUB FOR FUTURE CONNECTION 3"SS VENT PIPE 3475 of 6"S.S. b @ 1.00% $Or%en J ss srue J CONNECTION 2"SERVICE LATERAL 1 Jul 07 2021 8" C900 PVC 6" C9 0 PVC z 4"SS SERVICE 12.00'of 6" @ 1.00 W W � J J D @ 3 63°I0 J I 0 ofe W S S' N M p 1 1 1 1 a Aa 3 > _ m cp m a M m M a _ O r � po N _ .6 114.67'of 8"S.S. @ 0.40% N p N �' N 2 N + oin .0 z NON N 0 Qcp > > Q V z p M M N � � N N io co W M N Z - J _ M con m C N O N = N O N N �S�pNA L _ n _ Y � lm N W� Z + CD U.) u z z M N � � � � � � � - �06.25.2021 o � co co CDD' ? ? � pl� S� N 2560 N = 'N'Z 2560 N, 13073 a � >> o fnfnEEZz z ape TF OF SOP QC9 NO © 2020 I ALL RIGHTS RESERVED FOR PERMIT 06.25.2021 DRAWN BY I D. MANVILLE 2555- 2555 CHECKED BY I J. MURPHY REVISIONS • N I r- N c� n n n N N N APPROVED FOR CONSTRUCT QLPE PLAN REVIEW These plans and/or specifications have been DRIVE AISLE PROFILE reviewed by a Qualified Licensed Professional 1 SCALE: 1:20 H 1:2V Engineer (QLPE) for compliance with IDAPA - 58.01.08 and 58.01.16 as allowed under Idaho Code 39-118. If construction does not commence within twelve (12) months of this approval date, plans and/or specifications must be resubmitted for review. UTILITY PROFILE DocuSigned by: 11621 7/2/2021 4QIZPIEBEffgarroer Lic. No. Date Keller Associates, Inc. • 208-288-1992 CU003 013.00.27 03:98 PM H:\I2021\ID-2944-2102 BVA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.5.0_UTILITY PLAN.dwg DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B 1 i Z Cushn w Terrell w O (W)VARIES SEE TABLE 12" PRE-MANUFACTURED PERFORATED ADS N12 12" SOLID WALL PVC ASTM D 3034 PIPE > I- 1 I I EXTENDED 5' INTO DRAIN ROCK (TYP) PVC ASTM D 3034 PIPE OR APPROVED EQUAL. � w FINISHED GRADE 12" PRE-MANUFACTURED PERFORATED ADS N-12 PERFORATIONS ON TOP (1/2 OF PIPE ONLY) (TYP) �0 PVC ASTM D 3034 PIPE OR APPROVED EQUAL. \ 1500 GAL. 90'\ / r LROADWAY PERFORATIONS ON TOP (1/2 OF PIPE ONLY) (TYP) - - � VARIES �F�) cushingterrell.com INV. 3" ABOVE BASE 24" DIA. TRAFFIC RATED (L) 800.757.9522 18" PIPE FRAME AND STANDARD / - - - -I- - - - - - -I- - MANHOLE COVER PER \/\\ AASHTO M288 CLASS II NON-WOVEN \ GEOTEXTILE ON TOP AND SIDES ONLY ISPwc SD-61�, /\\// // HORROCKS PROVIDE CONCRETE COLLAR PER ISPWC E N G I N E E R S SD-616 IF NOT /��/ �/j 1 .5" 2" WASHED LOCATED WITHIN J /j�/ 4z /j\ ANGULAR DRAIN ROCK SIDEWALK. /j\ Ln J STORM STORM VARIES Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GROUND WATER C� DRAIN DRAIN (W) OBSERVATION WELL #1 0 5' \\j j�\\ IN-SITU OR NATIVE Ln //VA/ V//VA COMPACTED SOILS 150 GAL 90" MIN. SAND/GREASE TRAP /�\\/ \//\\ PER PAVEMENT (BOISE VAULT OR // / REQUIREMENTS SEE APPROVED EQUAL IIIII PLANS WITH BAFFLES) * PROVIDE WATER-TIGHT SAND LAYER TO = SEALS PIPE LAYOUT PER PLAN FREE DRAINAGE MATERIAL EXTEND BOTTOM OF SAND FILTER SEEPAGE BED 18" MIN.) AIII III IIIA 3.0' III III III-III MIN. OF 2' INTO FREE DRAINING SOILS 20 GROUND WATER ASTM C-33 SAND -1 III1 =1I 1111-MIN., III111 =11 1 PLAN VIEW OBSERVATION WELL #2 =1 I I- I I-III-1 1 1=1 1 1-1 1 1 11 1=I =III=III III _ SEASONAL HIGH GROUNDWATER (SHGWE) CONST. GROUND WATER 12" PRE-MANUFACTURED PERFORATED ADS N-12 OBSERVATION WELL WITH NOTES: PVC ASTM D 3034 PIPE OR APPROVED EQUAL. METAL CAP AND LOCK 1500 GAL. 90" PERFORATIONS ON TOP (1 /2 OF PIPE ONLY) . 1 . CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND PERFORATIONS VALLEYS OF CO 5 CORRUGATED PIPE EACH.5 SHALL VERIFY ALL MATERIALS LOCATION AND SIZE. CO PROVIDE GRADE RINGS 00% 4S° AS NECESSARY 2. MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TO (12" MAX.). SET FLUSH SEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUM WITH FINISH GRADE. IOF 3' CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF (FG) \ \ \ \ \ \\ \\ \\ \\/\\/\\/\\ /\\/\\/\\/\\//\\//\\ - III GROUND WATER IS ENCOUNTERED WITHIN 3' OF THE BOTTOM OF ANY RIM=A / / / / /\/\/\/\/\/\/\/\/\ \/\/\/\/\/\/\/\/\/\/ \/\/\/\/\/\/, j/ \// // // // // // // // // // // // // b` /\\/\\/\\/\\ j//j j\j\ INFILTRATION FACILITY. \ \\ \\�w_ - \\ \\//\\//\\ \\ \\ \\ \\ \\//\\//\\//\\ \\//\\//\\//\\//\\//\\//\\//\\//\\/ \\//\\//\\//\\//\\//\\// L \%\j%\/%\j%\j%\j%\\%\\%\\%\\%\\%\%\\\\\\%\\%\\%\\%\\%\\%\\%\\ \\\%\\ 'i\'\i\\' 3. CONTRACTOR N T RACTO R SHALL ALLOW THE OWNERS N E R S G EOT EC H N CA L ENGINEER TO J • Q o TEST THE PERCOLATION RATE AT EACH OF THE SEEPAGE BEDS PRIOR TO I> /\//\//\//\//\//\//\//\// \ \ \\%\\%\\%\\\ \%\\ \ \ \ \ \/ \\ \/% N STA L LAT O N. BEDS WILL BE RE-DESIGNED (BY PROJECT ENGINEER) TO o TOP OF SYSTEM (T) VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA V/VA/VA/VA/VA/VA/VA /VA/VA�L - MATCH THE PERCOLATION RATE IF THE VALUE IS LESS THAN THE LISTED PERCOLATION RATE. TOP OF PIPE of INV. OUT D 0 ° 0=0 0 0 0 0 0 - 1 .5" 2" WASHED 4. CONTRACTOR TO EXCAVATE 3-FT BELOW DRAIN ROCK TO ENSURE THERE IS NO GROUND 180 �N DRAIN ROCK WATER PRESENT. -I 1- 5. DRAINAGE CONTRACTOR SHALL INSTALL 4" SCH 80 WATER CLASS PIPE CONDUITS (AS NEEDED) THROUGH THE F� II III I _ 6PF TS 12" SOLID WALL PVC ASTM D 3034 PIPE =III -III- VARIES SEEPAGE BEDS FOR WATER SERVICES, UNDERGROUND POWER LINES, GAS LINES, AND TELEPHONE LINES. (D) THE PRECISE LOCATION, DEPTH, AND SIZE SHALL BE DETERMINED AT THE PRE-CONSTRUCTION CONFERENCE OR BY THE ENGINEER. r, EXTENDED 5' INTO DRAIN ROCK -III 1111111111 IIIIII Z 4 • r d PROFILE VIEW = BOTTOM of ROCK (B) =IIIII 3 SEEPAGE BED TYPICAL CROSS SECTION 1IIII1 1 C0002 SCALE: NOT TO SCALE 18" MIN. DEPT: BOTTOM OF - -III IIIASTM C-33 SAND C) O SAND (BS) I_ 1I 1I 11 3.0 - J IIIIIIIIIIIIIIIIIIIIIIIIMI 1 1 .0' MIN EXCAVATE MIN. 2' INTO FREE -I 1 1IIIIIIIIIIIIIII1 =III III11 III1 I- w V DRAINING SANDS AND GRAVEL =III I I11- 1=1I1 1 =III-III;III III III- Z (TYP.) III III SEE NOTE 4 SEASONAL HIGH GROUNDWATER SHGWE FOOTPLATE METAL CAP WITH LOCK w W J FINISH SURFACE PROFILE VIEW cf) W =ICI IIIIII �� II�II�I llI= � IIIIII % II z INFILTRATION TRENCH SCHEDULE I�'I �I ii o° i I� 'I TOPSOIL OR > W S&G TRAP SCHEDULE BOTTOM VOLUME I LL1, iI�II III( AGGREGATE TOP BOTTOM GROUND VOLUME SAND SAND SAND IiiII ° IIi1( Q S&G BAFFLE SEEPAGE FINISHED GRADE (FG) LENGTH WIDTH DEPTH SAND INF RATE REQUIRED S&G TRAP BAFFLE INV OUT SYSTEM ROCK WATER SOILS 3 PROVIDED LENS LENS LENS IIIII ° ° IIIII TRAP RIM A INV IN B WEIR C2 SPACING BED (AT LOWEST POINT) (L) (W) (D) (18" MIN.) (IN HR) (FT ) 3 -ITi -i & TRENCH C1 D (T) (B) (SHGWE) (FT ) LENGTH WIDTH DEPTH ll=I I-i SIZE TS (BS) (100YR)+15% II III ° _ =11 III= SG-02 1500 2570.91 2565.91 2565.71 2565.21 2565.56 20" POORLY IIIIII ° ° ° IIIII FILTER I�TI -� �S�ONAL ENG GRADED I��II ° IITI( G�srF 2 2570.57 2569.57 67.00 25.00 5.00 2564.57 2563.07 (+/-) 2561.30 4.00 3,358 3,358 67.00 25.00 1.50 FABRIC ICI GRAVEL �I 1= GROUND WATER OBSERVATION 06 4 W/ SAND IIIIII ° III( WELL .25.2021 -111I ° III I( ui ° °° ° IIII( 13073 UNDISTURBED IIIIII ° IIIII �oyT�OF\�Q'r�<v MATERIAL Ili ° IIIII e SVNDE��P I_I IIIV'Rfl IIIII IIIIIIIIIII 11 1 NOTES: III ° ° IIIII © 2020 1 ALL RIGHTS RESERVED NOTES: 1 . DRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPE CONDUITS THROUGH SEEPAGE TRENCHES FOR IIIII IIIII WATER SERVICES, UNDERGROUND POWER LINES, GAS LINES AND TELEPHONE LINES. SEWER SERVICES SHALL BE PLACED IIIII ° °° IIIII FOR PERMIT IN 6" DIA. SCH 80 PIPE THROUGH SEEPAGE TRENCHES. THE PRECISE LOCATION, DEPTH AND SIZE SHALL BE DETERMINED IIIIII IIIII 1 . CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND TION CONFERENCE OR BY THE ENGINEER. SHALL VERIFY ALL MATERIAL LOCATIONS AND SIZES. AT THE PRECONSTRUC E IDIAN*-- IE-111111II IDAHO O Il 111 111 o II II 2. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR I REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3' MIN. CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE 06.25.2021 PIPE EXPOSED TO DRAINAGE SEEPAGE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. DRAWN BY D. MANVILLE SAND TO BE WRAPPED WITH CHECKED BY IJ. MURPHY 3. ALL MONITORING WELLS TO HAVE CONCRETE APRON POURED AROUND CAP. GEOTEXTILE, TYPE I REVISIONS 1 SAND & GREASE TRAP DETAIL 4. CONTRACTOR TO EXCAVATE TO DEPTH RECOMMENDED IN GEOTECHMCAL REPORT, & BACKFILL IN COMPLIANCE WITH FOOTPLATE (ISPWC SECTION 2060) C0002 SCALE: NOT TO SCALE GEOTECHNICAL REPORT RECOMMENDATIONS. SEE MTI REPORT 51 31 248g DATED NOV. 15, 2013. NOTE: 5. LIMESTONE BASED GRAVEL WILL NOT BE ACCEPTED. OBSERVATION WELLS SHALL BE CONSTRUCTED TO THE DEPTH SHOWN ON THE TRENCH PROFILE DETAIL. 6, WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. sobrien Jul 07 2021 7. BOTTOM OF SAND LAYER IS MINIMUM EXCAVATION. 4 MONITOR WELL DETAIL C0002 SCALE: NOT TO SCALE UTILITY DETAILS 2 INFILTRATION TRENCH DETAIL C0002 SCALE: NOT TO SCALE CU004 013.90.27 03:09 PM H:\I2021\ID-2944-2102 BVA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.5.O_UTILITY PLAN.dwg DocuSign Envelope ID:0823A6F3-8EDB-43AB-9572-859EE2ECD60B 2» EROSION AND SEDIMENT CONRTOL NOTES: Cushi 1) BMP NEEDS FOR STORM WATER RUNOFF FOR9 _ „\y_a PARTICULAR AREA WILL BE DETERMINED WHEN A � ,.i=--- - - - - - - - - =- - --- — NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION. Terrel I 2) IT IS NOT INTENDED FOR THE SITE TO RECEIVE _� �� 4 ANY ONCOMING FLOW FROM OUTSIDE SOURCES �411- - - -� C NOT CONTAINED IN EXISTING FLOW STRUCTURES. ;� \\ I N 3) FIELD MARK LIMITS OF DISTURBANCE FOR cushingterrell.com - - - - - - - - - - O '' - `� \" „';; ;2,; _ 0 30' so' APPROVAL BY LOCAL AUTHORITY AND OBTAIN $OOJ57.9522 r ` APPROPRIATE STORM WATER MANAGEMENT - - _ vt �c N �� ? ;\\ _ g' \ - PERMIT. -o _ •- — ;_ SCALE:1"=30' -04.32 �` 2 y- ,, ;\ / �72 4) INSTALL SILT FENCE AND/OR ENVIRONMENTAL - - 7 � ;\ \, \ (sdj / FENCE AROUND PERIMETER OF PROJECT AS H�IMIOCKS INDICATED ON THIS PLAN SHEET. E N G t N E E R S 5) INSTALL SEDIMENT CONTROL MEASURES / � _ _ _ `?s.\\h��_�_,\_ ,tiy 2••Sl�\ __ � _ LEGEND: INDICATED IN ALL EXISTING STORM DRAIN INLETS / _ / ADJACENT TO THE CONSTRUCTION SITE. a � \ / ty �� / Ir,i SF SF SILT FENCE SEE DETAIL THIS SHEET 6 CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND CONSTRUCTING SITE UTILITY PROPERTY BOUNDARY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS ARE COMPLETED, CONSTRUCT SEDIMENT - - - - - 5 X \ ' ,'' PROTECTION AT ALL NEW INLETS. LOD LOD LIMITS OF DISTURBANCE ' 7) AREAS DISTURBED BY CONSTRUCTION ACTIVITIES CO WILL BE STABILIZED WITH NATIVE GRASS l \ r \ DIRECTION OF EXISTING OVERLAND FLOW MATERIAL OUTSIDE THE STREET RIGHT OF WAY \ \, AND PAVEMENT AREAS OF PARKING AND ° \ / 2S DRIVEWAY AREAS. SITE STABILIZATION OF AREAS � l � � � � °� INLET PROTECTION SEE DETAIL THIS SHEET f DISTURBED BY CONSTRUCTION ACTIVITIES TO BE ° Lo rir;l 1 COMPLETED WITHIN THE NUMBER OF DAYS T �� O PORTABLE TOILET CONTAINMENT OUTLINED OF FINISHING AN AREA TO THE FINAL l + ITS Q '`• '' LINES AND GRADES INDICATED ON THE GRADING 1 ° ■ 1 �� s ~' �Fh'! JOBSITE DUMPSTER PLAN. oil 5 is 8) LANDSCAPE ESTABLISHMENT, REMOVE J ° TEMPORARY MEASURES AND CLEAN STORM CONCRETE WASHOUT AREA DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER. l III 9) DISCHARGE FROM THE SITE WILL BE DISAPPATED %\I// STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL THROUGH OVERLAND SHEET FLOW AND IN A THIS SHEET TEMPORARY INFILTRATION BASIN. 17) l I I 10 THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL BMPS THAT ARE 5 I 5 - - - - - - - - - NEEDED WILL BE DETERMINED DURING REGULAR INSPECTIONS AND INSTALLED ACCORDING TO 1. SET THE STAKES 2. EXCAVATE A 4"x4"TRENCH UPSLOPE SPECIFICATIONS. \\ s•; ' ; 11 COORDINATE TIMING OF SWPPP WITH • . _ z„ 0dILL —�—� �Mq ALONG THE LINE OF STAKES. ) CONTRACTORS. l � I I 5 I L l cn I o l I '�� y ' �l l n / �/ �/ �j NOTES l _ o l _ LL N l �j �� 1. CONTRACTOR SHALL PROTECT CONSTRUCTION 2572.50 FENCE AT ALL TIMES DURING CONSTRUCTION. IF AT l a ANY TIME THE FENCE NEEDS TO BE REMOVED OR ADJUSTED A TEMPORARY PROTECTIVE MEASURE TO ENSURE PEDESTRIAN SAFETY AROUND THE SITE \/ IS INSTALLED FENCE OR EQUAL SHALL BE l 00. ////// REPLACED D DURING ALL T TIMES F OUTSIDE E F �j f . / / l r / /,/ �, \ \\\, \\\\\\\\ C I S O OU S I OLU %\\%\\%\\%/�\�� CONSTRUCTION HOURS. 2. CONTRACTOR SHALL COMPLY WITH IDAHO STATE ' DEQ REQUIREMENTS FOR DUST SUPPRESSION ` ul I ��ao� 001 o a / -7/ 3. STAPLE FILTER MATERIAL TO STAKES 4. BACKFILL AND COMPACT AND EXTEND IT INTO THE TRENCH. THE EXCAVATED SOIL. DURING CONSTRUCTION WHICH INCLUDES - - - - T p _ __________ __________� - \J / / 0 /1 /'f' IMPLEMENTATION OF "REASONABLE PRACTICES" TO - - _ - - - - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -pL - - -_- - - _ _ - _ - - - - - - � - - - /� MINIMIZE AIR BORN CONTAMINATES FROM SITE 7Rob - ,�� ' �� / (MAY REQUIRE WATER SUPPRESSION, MISTING \ ' -'! _ - - - - I- - - - - - - - - - - - - - - - - - - - // SCRUBBERS, ETC.) ,roe i�� ' •� �� '� l l l li r lr// //l / / 00 — —S _ F � ISE � _ _ _ _ - _ - _ _ _ _ �r 11 /� -�� 3. ALL OFF-HAUL OF MATERIAL SHALL BE -LOD - L LOD OD ' � SAD LO � � � �"'� � �� ^-/ � ^-/ ;, —� l - -- _ ..� » %: o p/ — C �— / i _ ACCOMPLISHED THROUGH A SUBMITTED TRAFFIC la Cj[ DO1 OD S ��cr - 5�—"c�� fir—— Trr— irr 7r� - _ 10B �- - -Le,0 - - - - / O / 0 00 � --��OB�� J'r i irr- —irr— irr 1 / £ i CONTROL PLAN ALLOWING LOADING AND LO // Ir�� / f �� F =- __-__- _ - - M g .3B ' - - - - - �� - —=—_ S --_� ---- - - - - _ _ _T_ - _- _ _ _ u / f /� '/ �f �� UNLOADING OF VEHICLES IN TRAVEL WAYS. O S _ // ``` /\/\/ "/ /\/ SHALL BE APPROVED BY CITY OF BOISE AND CCDC J "�1�� k3 I�III; `'`I II;I''7I{ -+ — m / III / O III II SS ss ss ss ss s ss 4- I / / / ' / / r — —'l j ii/ l l III VA/VA /VAS o e � o �. , I l i IIT—III —�� p�ssssss s - / �r PRIOR TO DEMOLITION. �/'� �, - III 0) 1 II J�%' � - �' / � �\/\//\//\// � \ \//\//\/:` VJ �II / BS I \ \ \ \ / \ \ \ roe I I 3 / BS BS 5y/� -4' ////�\j/�\j/��j/\\�` //\ x� 4. TRASH BINS SHALL BE PROVIDED FOR PLACEMENT z \' OF CONSTRUCTION DEBRIS w e l l I I / �•/�\� LU 6 I /y5 5. CONTRACTOR SHALL SWEEP CLEAN ANY DEBRIS OR J _ \ _/ ;;ICI\ SHEET FLOW INSTALLATION SEDIMENT FROM ALL PUBLIC HARDSCAPES --ss o u ——S5 ——SS——! _ /// " (� �� ` - _ = „ SIDEWALK, ROADWAY FOLLOWING ANY U) I -+ I ss I rr—ss---Ss�%—II 5d� Ir � I (� �l � 1��I r - - _ I ll (PERSPECTIVE VIEW) ( ) I o I „ / o ��—L LiIJ ul / 4 (� 11 la L�`. !'' - - J�l SIGNIFICANT SPILLING OR TRACKING AND AT A w MINIMUM AT THE END OF EACH CONSTRUCTION DAY. 3'MAX. z z NOTE: SEE LANDSCAPE PLAN FOR FINAL STABILIZATION. - 6. ALL HAZARDOUS MATERIAL THAT IS TO BE A A TRANSPORTED SHALL BE LOADED OR UNLOADED IN Uj\\/ B JO A CONTAINED AREA THAT IS CAPABLE OF 11 \ \ RESTRICTING CONTAMINATION OF SURROUNDING 0 AREAS. MITIGATION PLAN SHALL BE PROVIDED FOR NOTE: . \\ \ \ \ ALL POTENTIALLY HAZARDOUS MATERIAL SPILLS. POINTS A S HOU LD BE//\ i\\\\\ /\ \\�/��/ /i BM?: Concrete Waste Management / / //� 7. SOME EROSION CONTROL MEASURES HAVE BEEN HIGHER THAN POINT ESTABLISHED DURING EARLY DEMOLITION WORK. S�DNAL FN KEY NOTES: DRAINAGEWAY INSTALLATION CONTRACTOR SHALL TAKE RESPONSIBILITY OF ALL o��s G\STFR %� APPROXIMATE QUANTITY SUMMARY EROSION CONTROL INCLUDING THE EXISTING Q� �O F (FRONT ELEVATION) 06.25.2021 ?' TEMPORARY SEDIMENT FENCE, PER DETAIL IDEQ BMP 36 - QRJECTRfE5 MEASURES. LINEAR FIBER ROLL p'eN-D Housekeepirfg PracMAes o� SILT FENCE N 0 CONCRETE TRUCK WASHOUT PER IDEQ BMP 13 SILT FENCE 1475 LF toc��a_W Fro r�eorest • Contain wdste �( S • Minirnaxe Distur3}ed Areas � e° o �, 13073 CONSTRUCTION FENCE • SlaWizeDisturtaedAreas PIF G�`�c' V �0 �TF0F P �3 WHEEL WASH PER IDEQ BMP 11 • Protect SlopeslChannels P Pc B S EARTH DIKE&DRAINAGE • Contras Site Perimeter �� O UN DE SWALE • Centro!Internal Erosion �4 TEMPORARY CONSTRUCTION ENTRANCE IDEQ BMP 5 /r :"u„,�S191E PQ a \- RIP RAP © 2020 ALL RIGHTS RESERVED �5 INLET PROTECTION HYDROSEEDING _ _ r NOTES: CtlIPrIOH: �` STABILIZED CONSTRUCTION Prevent or fed uce the dscharge of polutants to storm water from concrete waste g �s DUMPSTER & CONSTRUCTION DEBRIS ENTRANCE 2 EA by conducting washoutotf-sit�e,peffomnrogon-site washout In a designated area. ifE 1. LOCATE PORTABLE TOILETS IN CONVENIENT FOR PERMIT and 17ainrng employees and subcontractors. LOCATIONS THROUGHOUT THE SITE. STABILIZED STAGING AREA 1 EA �7 PORTABLE TOILET PER IDEQ BMP 14 APPEICAnotis: ew[.� CONCRETE WASH OUT 1 EA TNs technique isapplicableto all types ofsites- xwr.Yk.cr,�r,R++I RADIUS = 25' MIN. COMPACTED EARTH 2. PREPARE LEVEL GRAVEL SURFACE & PROVIDE D.- F� CLEAR ACCESS TO THE TOILETS FOR SERVICING SEDIMENT BASIN rtIBFAiEl4TION/APPucAiEOlICRrrERIA: 50' LONG BY 20' WIDE JOB F ��`�G' SOV 06.25.2021 Store dry and wetmatendsundercaver,awaytrorndrormgeareas. 3-6" CLEAN ROCK, Q�o�� o �G P RCEOF & FOR ON-SITE PERSONNEL. DRAWN BY D. MANVILLE Avoid m xing excess amounts of fresh concrete or cement on-sate. :a"�••�,,,�„t.,a�I+�rIIIII -t- ,116 �Q SS Q \ WHEEL WASH 2 EAC EAI Perormwashoutofcancretetrcfckso!f tearindesigrated areas only. v� o..rr.a.:wl-w,aus GOVERNING AUTHORITY MAY �Fz OI�T TlqL— CHECKED BY IJ. MURPHY • Do not wash out concrete trucks into storm drains.openditches.&eets ar '�°""*•""'�2'••'rWi°•" ' "" "" REQUIRE GEOTEXTILE FABRIC TO AMIN 3. CONSTRUCT EARTH BERM PERIMETER (SEE INLET PROTECTION 10 EA streams. p l p� ENT REVISIONS EROSION AND SEDIMENT CONTROL CHECK DAM 4 Do not allow excess cancretetobe dumped on-0e,except indesignated PREVENT SUB-SOIL PUMPING. EARTH BERM BARRIER INFORMATION SHEET) When washing concrete to remove[I particles and expasethe aggregate. CONTROL FOR SPILL PROTECTION LEAK (OR avoidcreatingtunoRbydfarnrngthewaterYethrabe:rmedofIIarea. TAtte,ErEuP°uurvus SUBGRADE REINFORCEMENT PROVIDE SECONDARY CONTAINMENT, I.E. DRIP CONSTRUCTION NOTES LIMITS OF DISTURBANCE t1.45AC [See Earth Berm Barrier information sheet-] •ligflIn cf GEOTEXTILE, AS REQUIRED 8 PROJECT ACRES 1.02 AC Train emp6oyee5 and subcontractors in proper concrete waste management_ MIN. PANS). ADDITIONAL SILT FENCE SHALL BE INSTALLED TO wwahA.drulmpnet O �lfARA�OHS• ww or untncmnlmpoci DEPTH PROTECT THE RIGHT-OF-WAY IF EXCAVATION COMPEARTHH aff�ite washout of cancrefe wasfsw may rrot olwoyr5�possible. Sediment ACTIVITIES IMPACT EXISTING CONDITIONS WHICH fKftnenls COULD ALLOW STORMWATER RUNOFF TO CARRY l!{AI Inspect O'I16Grease GRAVEL PAD nspe su on r ors ensure concrete wasters ore being proper y SEDIMENT INTO THE RIGHT-OF-WAY. managed_ • orrerwasie • If using o temporary pit,depose hardened concrete an a regular basis_ ImPEEmENrAnom REOIHREMENr3 1. USE 2 STAKES PER BAG. STAKES MAY BE OMITTED IF BAGS ARE PLACED ON OINSTALL TEMPORARY INLET PROTECTION AT STORM cup°a`°�n PAVEMENT SURFACE. DRAIN INLETS, 2 BAGS HIGH PER IDEA BMP31. ALL Damc°51r CONTAINMENTS EARTH BERM - GRAVEL PAD - md° f "°"Oe 2. OVERLAP ALL BAG JOINTS 6". SILT TO BE REMOVED REGULARLY �i a 3. AREA DRAIN MAY BE SUBSTITUTED FOR PREFABRICATED FILTER INSERT WHERE ■ Hlgh - edr�rn • E�+v APPROVED BY ENGINEER. EROSION AND SEDIMENT O STABILIZED CONSTRUCTION ENTRANCE PER IDEA 4 BMP 37-39 AT ENTRANCES AS SHOWN. ��g� � CONTROL PLAN CONSTRUCTION ENTRANCE OCONSTRUCT SILT FENCE/PRESERVATION PER IDEQ WS BMP 63-68 PORTABLE TOILET NIS CP001 0121.90.27 03:09 PM I H:\I2021\ID-2944-2102 BVA-TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Plans\ID-2944-2102_C.6.O_EROSION CONTROL PLAN.dwg