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CC - Construction Plans Cushing SITE PLAN DRAWINGS Terrell _ FOR cushingterrell.com ' 800.757.9522 El PARAMOUN r - URGEN r CARE HORROCKS IIII E N G I N E E R S • MERIDIAN , IDAHO ien Junr04 2020 0 BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH BOUNDARY OF THE NE4 OF THE NE4 OF SECTION 25, T4N, R1W, TAKEN AS S89°37'14"E, A DISTANCE OF 2669.41'. BEARINGS ARE GRID, ANADA DISTANCES ARE GROUND. BOUNDARY SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL BONNER STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID z SURVEY. 0 CD BENCHMARK: Z KOOTENAI CP#1 1_9 ELEV: 2577.83' N: 728011.41' Q BENEWAH J�a E: 2451667.04' SHOSHONE US HIGHWAY 20/26 W CHINDEN BLVD SET: 5/8" REBAR WITH PLASTIC CAP h "HORROCKS CONTROL" LATAH CLEARWATER Z w NEZ PERCE LEWIS ® Z of [� w cs M Z G3 J Z IDAHO W rn O U z OC LEMHI f , � 5w ADAMS � � � � '• 5 G D HVALLEY S W MCMILLAN RD Le ' `• O z WASHINGTON + — .+ lipo = a �, z 75— CLARK O CUST FREMONT r; i O O PAYETTE 21 !� GEM BOISE 52 y n BUTTE 33 MADISON TETON CANYON JEFFERSON C _ z LL BLAINE �s US HIGHWAY 26 Q c� VICINITY MAP Z CAMAS - 7 °j ADA ELMORE ��, BONNEVILLE w O z i� 20 20 z } A L ^h h BINGHAMOi V LINCOLNOODING 26 O z .,0 W ; M X ..._ CARIBOU MINIDOKA O O OWYHEE JEROME ��' POWER 30 Z S ONAL FN BANNOCK �S co ENGINEER: PROJECT AREA �o� 6.9.2020 Q BEAR LAKE SHEET INDEX HORROCKS ENGINEERS TWIN FALLS CASSIA ONEIDA FRANKLIN 2775 W. Navigator Dr., Suite 210 41 * _ (P 13073 41 PAGE # SHEET# SHEET TITLE Meridian, ID 83642 1 �O 9TFOF k 1 CI001 COVER (208) 895-2520 �r� " B SUNDEFL�'P N EVADA UTAH 2 CI002 GENERAL NOTES CONTACT: ROB SUNDERLAGE, PEA r 3 CI003 LEGEND ROBS@HORROCKS.COM �• © 2019 I ALL RIGHTS RESERVED 4 CE001 OVERALL EXISTING&DEMOLITION PLAN UTILITIES: STATE MAP 5 CE002 OVERALL EXISTING&DEMOLITION PLAN FOR PERMIT l 6 CS000 OVERALL SITE PLAN POWER- IDAHO POWER # + 7 CS001 SITE PLAN GAS- INTERMOUNTAIN GAS ' - 8 CS002 SITE PLAN SEWER- CITY OF MERIDIAN 9 CS003 SITE DETAILS WATER- CITY OF MERIDIAN A 5.19.2020 10 CG001 GRADING PLAN APPLICANT: DRAWN BY I SICKLES CHECKED BY I SUNDERLAGE 11 C0002 GRADING PLAN CUSHING TERRELL REVISIONS 800 W. MAIN STREET, SUITE 800 12 C0001 UTILITY PLAN BOISE, ID 83702 (208) 336-4900 PROJECT SITE 13 C0002 SEWER PROFILE CONTACT: BOB HOWARD 14 C0003 PRESSURE IRRIGATION PLAN OWNER: • 15 C0004 UTILITY DETAILS TOM AHLQUIST • VP CONSTRUCTION R 16 CP001 EROSION&SEDIMENT CONTROL PLAN TOM@BVADEV.COM O (801) 560-7828 1 BALL VENTURES AHLQUIST 2775 W. NAVIGATOR DR., SUITE 220 COVER Know what's below. MERIDIAN, ID 83642 Call before you dig . C1001 111 4,10 m2:CI'E PM I H;\\92 I ND-1870-190ffi BVA Paramount nt-Urgent CareWrojed D \`�2 CAD\\2..03 Shy MllesZornsdnuc4on Drawiings\\PLANS4D-1870-19N-OI-CDVE$.A,w g Cushing GENERAL NOTES UTILITY NOTES UTILITY NOTES EROSION CONTROL NOTES PROJECT CONTACTS UTILITY CONTACTS Terrell 1. ALL CONSTRUCTION WORK SHALL BE DONE IN SEWER IRRIGATION 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL DEVELOPER WATER ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING BALL VENTURES AHLQUIST CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO AUTHORITIES. 2775 W. NAVIGATOR DR.,SUITE 220 33 E. BROADWAY AVE,SUITES 200&204 THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE STANDARDS IN THE WASTEWATER RULES IDAPA THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS MERIDIAN, ID 83642 MERIDIAN, ID 83642 cushingterrell.com THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN 58.01.16)AS WELL AS THE STANDARDS AND SPECIFICATIONS BEING CONSTRUCTED. 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO 801-560-7828 TOM@BVADEV.COM CONTACT: LE RADEK, PE-5500 800.757.9522 STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. THE SWPPP DURING CONSTRUCTION OPERATIONS. CONTACT:TOM AHLQUIST,VP HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL SEWER 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM HORROCKS MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ARCHITECT CITY OF MERIDIAN �II-II- DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) BE APPROVED BY THE IDAHO DEPARTMENT OF THE CONTROLLING STANDARDS OR SPECIFICATIONS. CTA GROUP 33 E. BROADWAY AVE,SUITES 200&204 E N c t N E E R S 4. ALL EXPOSED AREAS SHALL BE SEEDED OR MULCHED AS 800 W. MAIN STREET,SUITE 800 MERIDIAN, ID 83642 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ENVIRONMENTAL QUALITY (DEQ)AND THE CITY OF MERIDIAN BOISE, ID ET,S 2IDIAN, ID 83 33 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN WATER DEPARTMENT. SPECIFIED WITHIN 14 DAYS OF FINAL GRADING. 208-336-4900 CONTACT:CLINT DOLSBY, PE CITY OF MERIDIAN STANDARD SPECIFICATIONS AND EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 5. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, CONTACT: BOB HOWARD DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE THE SITE SHALL BE TEMPORARILY STABILIZED BY SEEDING, IRRIGATION DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING MULCHING, OR STRAW COVER. CIVIL ENGINEER FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION NAMPA& MERIDIAN IRRIGATION DISTRICT STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS THE WASTEWATER RULES (IDAPA 58.01.16). SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO HORROCKS ENGINEERS 1503 FIRST ST.SOUTH FOR A STOP WORK ORDER UNTIL THE SITUATION IS RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER 6. INSPECT EROSION CONTROL MEASURES AFTER EACH RAIN 2775 W. NAVIGATOR DR.,SUITE 210 NAMPA, ID 83651 AND AT LEAST ONCE A WEEK. MERIDIAN, ID 83642 208-466-7861 RESOLVED. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES RULES (IDAPA 58.01.16), RECOMMENDED STANDARDS FOR 208-895-2520 CONTACT: GREG CURTIS AND POTABLE WATER SERVICES OR POTABLE WATER MAINS WASTEWATER FACILITIES - GREAT LAKES - UPPER CONTACT: ROB SUNDERLAGE, PE SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS MISSISSIPPI RIVER BOARD OF SANITARY ENGINEERS (10 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY FIRE NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE STATES STANDARDS), AWWA MANUAL M24 - CHAPTER 24 AS "APPROVED FOR CONSTRUCTION" BY THE CITY OF WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING SURVEYOR MERIDIAN FIRE DISTRICT MERIDIAN ON SITE AT ALL TIMES. INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE TO IN GENERAL CONSTRUCTION NOTE NO. 1. THE SITE. HORROCKS ENGINEERS 33 E. BROADWAY AVE.SUITE 210 CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF 2775 W. NAVIGATOR DR.,SUITE 210 MERIDIAN, ID 83642 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE MERIDIAN, ID 83642 208-888-1234 CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL BE AND LOCAL ORDINANCES THAT APPLY. 208-895-2520 CONTACT:CHEIF PERRY PALMER .CONFERENCE PRIOR TO START OF WORK. RULES IDAPA 58.01.16 CONTACT: FRITZ BROWNELL, PLS ( ) A MINIMUM OF TEN (10) FEET IN ACCORDANCE WITH IDAPA 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES 58.01.08, "IDAHO RULES FOR PUBLIC DRINKING WATER WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE PUBLIC ROADS 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER SYSTEMS," SUBSECTION 542.07. WHERE IT IS NECESSARY GEOTECHNICAL ENGINEER ACHD WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE FOR A CLASS A EFFLUENT DISTRIBUTION MAIN AND POTABLE INSPECTION. MATERIALS TESTING & INSPECTION 3775 N.ADAM ST. WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY CROSSES A STORM WATER TREATMENT FACILITY (I.E., WATER MAIN TO CROSS, A MINIMUM OF EIGHTEEN (18) 2791 S.VICTORY VIEW WAY GARDEN CITY, ID 83714 PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR SEEPAGE BEDS, DRAINAGE SWALES). INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED 10. OPERATOR SHALL BE RESPONSIBLE TO TAKE WHATEVER BOISE, ID 83709 208-387-6100 NOTICE. AND THE CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE MEANS NECESSARY TO ESTABLISH PERMANENT SOIL 208-376-4748 CONTACT:TIM NICHOLSON 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) ENCASED IN A CONTINUOUS PIPE SLEEVE TO A DISTANCE ON STABILIZATION. CONTACT: MONICA SACULLES, PE 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO EACH SIDE OF THE CROSSING EQUAL TO TEN (10) FEET. PRIVATE ROADS 48 HOURS PRIOR TO THE REQUIRED TESTING. THE NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", CLASS A EFFLUENT DISTRIBUTION MAINS INSTALLED 11. SEDIMENT SHALL BE REMOVED FROM EROSION CONTROL LANDSCAPE ARCHITECT CITY OF MERIDIAN CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND PARALLEL TO NON-POTABLE WATER MAINS (SANITARY MEASURES BEFORE THEY ARE 25/o FULL. BAER DESIGN GROUP, LLC 33 E. BROADWAY AVE FITTINGS. SEWER, STORM DRAIN AND IRRIGATION) SHALL BE 539 S. FITNESS PLACE,SUITE 120 MERIDIAN, ID 83642 INSTALLED AT LEAST FIVE (5) FEET HORIZONTALLY FROM THE 12. PORTABLE REST ROOM SPILL CONTAINMENT: ALL EAGLE, ID 83616 208-884-5533 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED PORTABLE RESTROOMS SHALL HAVE SPILL TRAYS 208-938-7721 CONTACT:WARREN STEWART, PE MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AND TELEVISION INSPECTION AFTER ALL UNDERGROUND ABOVE THE CLASS A EFFLUENT MAIN AND THREE (3) FEET INSTALLED. CONTACT:GREG BAER AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NOW POWER OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL POTABLE MAIN IS LOCATED BELOW THE CLASS A EFFLUENT 13. LIMITS OF CONSTRUCTION SHALL BE PROPERTY BOUNDARY IDAHO POWER PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT ACCEPTANCE OF THE SEWER. MAIN AS SHOWN. P.O. eox 70 MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN BOISE, ID 83707 GENERAL CONSTRUCTION NOTE NO. 1. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT 208-388-6320 PARTY TESTING FIRM. DISTRIBUTION SERVICES AND POTABLE WATER SERVICES OR CONTACT:VIC STEELMAN Uj 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT NATURAL GAS TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; WATER DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL INTERMOUNTAIN GAS (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO SEPARATION SHALL BE MAINTAINED, AND THE CROSSING P.O. BOX 64 PAVING. THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION BOISE, ID 83732 08-377-6863 WATER SYSTEMS IDAPA 58.01.08 " AS WELL AS THE 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER 2MISHELE SINGLETON ( ) CONTACT: MISHELE SINGLETON 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL STANDARDS AND SPECIFICATIONS REFERRED TO IN SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WATER AND SEWER CONSTRUCTION SHALL BE BY THE GENERAL CONSTRUCTION NOTE NO. 1. WASTEWATER RULES (IDAPA 58.01.16). PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL TELEPHONE BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE CENTURY LINK CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM TAGS CARRYING THE WARNING CAUTION: RECYCLED WATER 245 S. CAPITOL BLVD Uj THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) - DO NOT DRINK, IN BOTH ENGLISH AND SPANISH. BOISE, ID 83702 WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN 208-385 J� CONTACT: MELISSA MENDEZ vSA 0 AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF 10. ANY DEVIATION FROM THE APPROVED PLANS AND EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE RECYCLED WATER SYSTEM IS CONNECTED TO THE POTABLE z SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH WATER SYSTEM. THE DEVICE MUST BE APPROVED BY THE w APPROVAL IN WRITING PRIOR TO CONSTRUCTION. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ), 2 WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE CITY OF MERIDIAN WATER DEPARTMENT, AND LISTED IN D THE WASTEWATER RULES (IDAPA 58.01.16). THE MOST CURRENT VERSION OF THE LIST OF 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, APPROVED BACKFLOW PREVENTION ASSEMBLIES PUBLISHED U THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL 0 Z ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE AND POTABLE WATER SERVICES OR POTABLE WATER MAINS AND HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS CALIFORNIA (USC). REVISIONS STREET LIGHT LOCATIONS FROM THE APPROVED PLANS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE z MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL REV No. SHEET No. DATE OF REV DESCRIPTION 0 0 O INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES. _ 12. SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. (, ACTIVITY ARE RESPONSIBILITY OF THE CONTRACTOR AND THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS SUBJECT TO IDAHO STATE STATUE 55-1613 (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). z GRADING & DRAINAGE NOTES Q ~ 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER 0 PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A z STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, ROADWAY �E IDIAN Lu 0 DRAINAGE SWALES). 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD U RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST CONTINUOUS WATER SERVICE TO ALL EXISTING WATER TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE �pNAL MUST BE INTERRUPTED, THE CONTRACTOR SHALL 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC COORDINATE WITH THE PUBLIC WORKS INSPECTOR. PIPE RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE �� 5.1 2020 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE U'� 13073 REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT ENGINEER CERTIFICATION WATER SYSTEMS (IDAPA 58.01.08). IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. Oe TF OF THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE IN `SUN DEQ\. sobrien SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OR PREPARATION.THE ENGINEER DRAINAGE Jun 04 2020 ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY © 2019 ALL RIGHTS RESERVED 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF SHALL BE APPROVED IN WRITING.THE FOLLOWING VARIANCES, LISTED WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR THE PROJECT: FOR PERMIT FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE ENGINEER'S NOTICE TO CONTRACTOR DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN 5.19.2020 PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES PROJECT SPECIFICATIONS AND STANDARDS OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A DRAWN BY I SICKLES SEARCH OF THE AVAILABLE RECORDS.TO THE BEST OF OUR CHECKED BY I SUNDERLAGE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN REVISIONS • CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC,2018 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,2017). 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 B170608G AND DATED MAY, 19,2017 RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF THEIR LOCATION IN THE FIELD PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. 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. 5i GENERAL NOTES Know what's below. Call before you dig. C1002 11 A.10 Q2,26 PM I HI\I2010\I0=1870=1908 BVA Paramount=Urgent Car®\Pr®joet Data\02 CAM2.03 BN@®t FIIWC®n®trnctl®n Drowing&\PLANS\ID=l870=19®8_®2_CBNBBAL NCTBB,dwg SEWER POWER HATCH PATTERNS STANDARD SYMBOLS ABBREVIATIONS EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED A ALGEBRAIC GRADE CHANGE Cushion TBUILDING/PAD ABC AGGREGATE BASE COURSE 9 ss UNKNOWN Ss Ss -ohp ohp OVERHEAD OHP—OHP (TeT) ELECTRICAL MANHOLE . AC ASPHALTIC CEMENT OR CONCRETE Terrell 4" ss a" ss- 4 INCH 4"SS 4"SS be bei UNDERGROUND BEL BC BUILDING CORNER BEL ! ' , CONCRETE SIDEWALK/FLATWORK BCR BACK OF CURB RETURN 6" ss 6" ss 6 INCH 6"SS 6"SS 2"BEL 2"BEL 2 INCH 2"BEL 2"BEL BFE BASE FLOOD ELEVATION �. �. �. �. �. �. (�f QT) FIBER OPTIC MANHOLE FO BFF BASEMENT FINISH FLOOR ELEVATION - ss - 8" ss- E INCH 8"SS 8"ss 3"BEL 3"BEL 3 INCH 3"BEL 3"BEL- 8" W W W W W W W W W LANDSCAPE AREAS/GRASS BLDG BUILDING 0" ss 10" ss 10 INCH 10"ss 10"ss 4"BEL 4"BEL BM BENCHMARK 4 INCH 4"BEL 4"BEL O 12" ee 12" ss- 12 INCH 12"SS 12"SS 6"BEL 6"BEL (�tT TELEPHONE MANHOLE T BP BEGIN POINT cushingterrell.com HEAVY DUTY PAVEMENT SECTION BV BUTTERFLY VALVE $00.757.9522 6 INCH s"BEL 6"BEL BVC BEGIN VERTICAL CURVE 14" ss 14" ss— 14 INCH 14"SS 14"SS s"BEL s"BEL 8 INCH s"BEL 8"BEL �+ � T\� BVCE BEGIN VERTICAL CURVE ELEVATION 15" ss 15" ss 15 INCH 15"SS 15"ss 10"EEL 10"BEL LIGHT DUTY PAVEMENT SECTION (�IVT CABLE TV MANHOLE V BVCS BEGIN VERTICAL CURVE STATION 10 INCH 10"BEL 10"BEL BVP BEGIN VERTICAL PROFILE HORROCKS 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/o pp ELECTRICAL POWER POLE PP BVW BOTTOM OF VISIBLE WALL -1s" ss- - -1e" ss- IIII� ADA ACCESS RAMP TRUNCATED DOMES r= C&G CURB&GUTTER E N G I N E E R S 18" ss 18" ss 18 INCH 18"ss 18"ss A-4/0 A-4/0 A-4/0 1 PH A 4/0 —A-4/0 A-4/0 A-4/0 II II SIGNAL POLE CL CENTERLINE CB CATCH BASIN 24" ss 24" ss 24 INCH 24"SS 24"SS B-vo B-vo 1 PH B 1/0 B-vo B-vo I� GRAVEL e I ELECTRICAL BOX E CLR CLEAR 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 FIBER OPTIC BOX FQ CONC CONCRETE 36" se 36" ss 36 INCH 36"SS 36"SS C-vo C-1/0 1 PH C 1/0 C-vo C-1/0 f0�i JUNCTION BOX �g Cu COPPER C.Y. CYCUBIC YARD ss SERVICE LATERAL //—Ss C-4/0 C-4/0 1 PH C 4/0 c-4/0 c-4/0 [tb Ji TELEPHONE BOX DIA DIAMETER ABC-a/o ABc-4/0 3 PH ABC 4/0 ABC-4/0 ABc-4/o t1 TELEPHONE PEDESTAL ❑T DIP DUCTILE IRON PIPE J DWG DRAWING ABC-750 3 PH ABC 750A ABcasO iLW CABLE TV BOX TV E EAST OR FASTING I EA EACH SEC SEC SECONDARY SEC SEC � �- LIGHT POLE 0-0- EL ELEVATION SL SL SL STREET LIGHT SL SL SL LIGHT POLE OPT 2 T� EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT LIGHT POLE OPT 3 `' 0 EP END POINT L—J ESMT EASEMENT l 1 ( T T EVC END VERTICAL CURVE TgT) GAS MANHOLE �'j EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION g' GAS METER © EVP END VERTICAL PROFILE COI EX EXISTING STORM GAS SURFACE FEATURES CLEANOUT CO FF FINISHED FLOOR ELEVATION FE FLANGE END S FG FINISHED GRADE ELEVATION SEWER MANHOLE FL FLOW LINE ( ) . EXISTING PROPOSED EXISTING PROPOSED EXISTING/PROPOSED T� FJ FLANGE JOINT 0.. FM FORCE MAIN sd sd UNKNOWN SD SD g g UNKNOWN G G CUT—CUT—CUT— CUT LINE ( ) IRRIGATION MANHOLE I R FPS FEET PER SECOND a" sd- a" sd 4 INCH a"SD a"sD g 1 INCH r"G 1"G —--FILL—----FILL--— FILL LINE FT FOOT OR FEET ' FUT FUTURE LIrJ IRRIGATION BOX IR s" sd 6" sd 6 INCH 6"SD 6"SD 2" g 2" g 2 INCH 2"G 2"G LOD LOD LIMITS OF DISTURBANCE G GAS LINE ( l GB GRADE BREAK 8" sd- 8" sd- 8 INCH 8"sD 8"sD 3" g 3" g 3 INCH DITCH \�w WATER MANHOLE S 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 �� GV GATE VALVE A WATER METER �w HGL HYDRAULIC GRADE LINE 12" sd— 12" sd— 12 INCH 12"SD 12"SD 6" g 6" g 6INCH 6"G 6"G HWM HIGH WATER MARK T" HRZ HORIZONTAL T FIRE HYDRANT HP HIGH POINT 15" sd— 15" sd— 15 INCH 15"SD 15"SID 8" g 8" g 8 INCH s"G s"G —HWM 1YR HIGH WATER MARK-1 YEAR EVENT HWM HIGH WATER MARK 16" sd 16" sd 16 INCH 16"SD 16"SD 12" g 12" g 12 INCH 12"G 12"G —HWM 5YR HIGH WATER MARK-5 YEAR EVENT FIRE HYDRANT OPT 2 TQ ID INSIDE DIAMETER IN INCH(ES) 18" sd— 18" sd— 18 INCH 18"sD 18"sD hpg- nPg- HIGH PRESSURE HPG HPG HWM 10YR HIGH WATER MARK-10 YEAR EVENT Y yY Q IRR IRRIGATION (PRESSURIZED)/NON-POTABLE y;,�;J 24" sd 24" sd 24 INCH za"sD za"sD HwM 25YR HIGH WATER MARK-25 YEAR EVENT K VERTICAL CURVE COEFFICIENT GATE VALVE L LENGTH 30" sd- 30" sd- 30 INCH 30"sD 30"sD HWM 50YR HIGH WATER MARK-50 YEAR EVENT IXI GATE VALVE OPT 2 LF LINEAR FEET L/S LANDSCAPE 36" sd— 36" sd— 36 INCH 36"SD 36"SD HWM 100YR HIGH WATER MARK-100 YEAR EVENT T CROSS LP LOW POINT uj az sd az sd 42 INCH az"sD az"sD LT LEFT T TEE MAX MAXIMUM as" sd- as" sd- 48 INCH ae"sD as"sD X x x x x FENCE-BARBED MFR MANUFACTURER T 90°BEND � MGD MILLION GALLONS PER DAY 54" sd 54" sd 54 INCH 54"SD 54"SD FENCE-CHAIN LINK T 45°BEND MID MIDDLE T so" sd- so" sd- 60 INCH so°sD so°sD MH MANHOLE FENCE-DECORATIVE T 22.5°BEND MIN MINIMUM 66" sd- 66" sd- 66 INCH 66"SD 66"SD - FENCE-WOOD T 11.25°BEND MJ MECHANICAL JOINT T D 72"SD WALL-BLOCK N NORTH NORTHING, FRICTION FACTOR 72" sd 72" sd 72 INCH 72"S WYE T N/A NOT APPLICABLE Id Id LAND DRAIN LID LD WALL-CONCRETE NTS NOT TO SCALE REDUCER OC ON CENTER WALL-PANEL CAP&PLUG3 OD OUTSIDE DIAMETER Z 3WALL-ROCK OVHP OVERALL HIGH POINT OVLP OVERALL LOW POINT uj (�< STORM DRAIN MANHOLE SD PC POINT OF CURVE PCC POINT OF COMPOUND CURVE R/W RIGHT OF WAY PH PHASE U) WATER COMMUNICATIONS — CENTERLINE(ROAD/ENTITY) AREA DRAIN ROUND PI POINT OF INTERSECTION AREA DRAIN SQUARE ❑® PL PROPERTY LINE z EXISTING PROPOSED EXISTING PROPOSED CURB&GUTTER DROP INLET PRC POINT OF REVERSE CURVE ffil PT POINT OF TANGENCY W PARCEL LINE PUE PUBLIC UTILITY EASEMENT UNKNOWN w W ctv ctv OVERHEAD CABLE TV CTv CTv CURB INLET ® PVC POLYVINYL CHLORIDE PROPERTY BOUNDARY T PVI POINT OF VERTICAL INTERSECTION 3 4" w 3 w 3/41NCH 3/a��w 3/a��w 6ctv hctv UNDERGROUND CABLE TV Bcry Bcry CURB INLET OPT 2 C Q RATE OF FLOW ----------------- 10'PUBLIC UTILITY&DRAINAGE EASEMENT(P.U.E.) 1 INCH 1"w 1"w R RADIUS T CURB INLET OPT 3 R/W RIGHT OF WAY 0 1-1/2" w -1-1/2" w - 1-1/2 INCH 1-1/2"W 1-112"w —fo OVERHEAD FIBER OPTIC Fo Fo REV REVISION 0 PAINT STRIPE-SOLID � � CURB DOUBLE INLET ®® 2" w 2" w 2 INCH z"w z"w bfo bfo UNDERGROUNG FIBER OPTIC BFo BFo RT RIGHT PAINT STRIPE-DOUBLE SOLID S SLOPE z 3" w3" w 3INCH 3"W 3"W CURB DOUBLE INLET OPT 2 S SIDEWALK O O O PAINT STRIPE-BROKEN SDID STORM DRAIN = _ a" w a" w 4 INCH a"W a"W el el OVERHEAD TELEPHONE TEL TEL SDMH STORM DRAIN MANHOLE PAINT STRIPE-BIKE LANE INTERSECTION 6" w 6" w 6 INCH 6"W 6"W bill- bte UNDERGROUND TELEPHONE BTEL BTEL SD COMBO BOX SEC SECTION SD Q PAINT STRIPE-LANE DROP SPEC SPECIFICATIONS 0 SSMH SANITARY SEWER MANHOLE - D s" w s" w 8 INCH a"w a"w PAINT STRIPE-LANE LINE EXTENSION �o=� o=�� OIL/WATER SS SANITARY SEWER 101NCH 1o"w 1o"w II lo_i I\_' II O :0: Q 10" w 10" w DET DET TRAFFIC SIGNAL-DETECTION CONDUIT L_____- SAND/GREASE S/L STREETLIGHT �--_-� STA STATION - 12" w 12" w 12 INCH 12"W 12"W FUT FUT TRAFFIC SIGNAL-FUTURE CONDUIT �_—_7 STD STANDARD 0 o-� o-o o-a 14" w 14" w OIL/WATER 141NCH 1a°w 1a°w I l u n u n u n l l O T O SVE SIGHT VISIBILITY EASEMENT z LTG LTG TRAFFIC SIGNAL-LIGHTING CONDUIT L-! -! -J SAND/GREASE OPT 2 TBM TEMPORARY BENCH MARK 16" w 16" w 16 INCH 16"W 16"W W 0 PED PED TC TOP OF CONCRETE TRAFFIC SIGNAL-PEDESTRIAN CONDUIT � � C TBC TOP BACK OF CURB U 18" w 18" w 18 INCH 18"w 18"w G PWR PWR TRAFFIC SIGNAL-POWER SOURCE CONDUIT TEMP TEMPORARY FLARED END LARGE 24" w 24" w 24 INCH 24"W 24"w TA TOP OF ASPHALT SIG SIG TRAFFIC SIGNAL-SIGNAL CONDUIT Tcl TF TOP OF FOOTING 30" w 30" w 30 INCH 30"W 30"W 36" w 36" w 36 INCH 36"W 36"W ® FLARED END SMALL ® TG TOP OF GRATE TRW TOP OF RETAINING WALL SIGN TW TOP OF WALL SS\oNAL LNG 48" w 48" w 48 INCH 48"W 48"W CONSTRUCTION KEYNOTE TAGS BOLLARD TYP TYPICAL sTF so" w so" w H B BH 60 INCH so°w so°w UTC UNTREATED BASE COURSE �G RF F V VELOCITY 5.19.2020 72" w 72" w 72 INCH 72"W 72"w BORE HOLE VC VERTICAL CURVE D00 OR D99 DEMO PLAN VRT VERTICAL SERVICE LATERAL WTR WATER G1 OR G9 GRADING PLAN O TEST PIT O W/ WITH ' OF Oe TF \O PCB IRRIGATION MISCELLANEOUS o1 OR 35 SITE PLAN TP TP SUNDE�� EXISTING PROPOSED EXISTING PROPOSED 36 OR 50 WATER © 2019 I ALL RIGHTS RESERVED irr irr UNKNOWN IRR IRR DEMO R__ OR 65 SEWER FOR PERMIT 1" irr 1" irr 1 INCH 1"IRR 1"IRR pipe pipe UNKNOWN PIPE OR 80 STORM DRAIN DETAIL REFERENCE 2" irr 2" irr 2 INCH 2"IRR 2"IRR i,i Jut JOINT UTILITY TRENCH JUT 81 OR 90 IRRIGATION -4" irr- - -4" irr 4 INCH 4"IRR 4"IRR — — — toe — — — — toe TOE OF SLOPE --TOE---TOE-- 6" irr 6" irr 6 INCH 6"IRR 6"IRR top top top TOP OF SLOPE --TOP--TOP--TOP— 91 OR 93 CABLE TV E IDIAN 5.19.2020 rx__�DETAIL NAME DRAWN BY I SICKLES a" irr8" rr 8 INCH a"IRR a"IRR > -a -a -> DIRECTIONAL FLOWLINE �► �► �► CHECKED BY I SUNDERLAGE 10" irr 10" rr 10 INCH 10"IRR 10"IRR EDGE OF PAVEMENT OR 96 TELEPHONE - SCALE: NTS REVISIONS 12" irr 12" irr 12 INCH 12"IRR 12"IRR GUARDRAIL--- --- --- --- --- --- - 97 OR 99 GAS -18" irr 18" irr 18 INCH -18"irr---18"irr- RAILROAD TRACKS 00 OR 00 POWER 24" 'irr 24" 'irr 24 INCH -24"irr---24"irr- 4000 CONTOUR-MAJOR 4000 30" irr 30" irr 30 INCH -30"irr---30"irr- - - - - - -4002- - - - - CONTOUR-MINOR 4002 A OR Z MISCELLANEOUS MATCHLINE STA. 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CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS & RWC-12 YPC ENG NW PLS7880 /II III\\\ ' ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. H - I � 2. ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE N REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL Z REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS SET FORTH IN PROJECT GEOTECHNICAL REPORT DATED 5/19/2017. Uj 3. CONTOURS ARE SHOWN AT V INTERVALS. z w SURVEY NOTE: THIS SITE PLAN CONFORMS TO AN ACTUAL SURVEY THAT WAS PERFORMED 0 ON THE GROUND BY A LICENSED LAND SURVEYOR IN AND FOR THE STATE O z OF IDAHO. IT IS THE OWNER'S RESPONSIBILITY TO CONSTRUCT ALL Q STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANANCE WITH SAID M SURVEY. z 00 Q BENCHMARK: Q U o � CP#1 Z ELEV: 2577.83' Q N: 728011.41' E: 2451667.04' 0_ z SET: 5/8" REBAR WITH PLASTIC CAP Q "HORROCKS CONTROL" 0 SURVEY CONTROL LEGEND: REBAR - SET OR FOUND AS NOTED o�F`'S0 ST CONTROL POINT - SET OR FOUND AS NOTED 5.19.2020�10 F� CP CONTROL POINT RWC REBAR WITH CAP N� 13073 PPC PINK PLASTIC CAP �0, OF YPC YELLOW PLASTIC CAP SUNDER RPC RED PLASTIC CAP QC QUARTER CORNER © 2019 I ALL RIGHTS RESERVED AC ASPHALT CONCRETE FOR PERMIT SURVEY CONTROL POINTS 5.19.2020 Point# Northing Easting Elevation Description DRAWN BY I SICKLES CHECKED BY I SUNDERLAGE 1 728011.41 2451667.04 2577.83 CP - 58 PPC HORROCKS CONTROL REVISIONS 2 727998.96 2451668.20 2577.97 CP - SPIKE 3 727785.79 2452103.19 2578.11 CP - SCRIBED X 4 728089.06 2452124.43 2582.30 CP - SCRIBED X 5 728156.94 2451709.35 2581.13 QC - N 1/4 S 25 2 IN AC 22 728049.66 2451728.25 2579.27 CP - FND 58 RPC FLSI CONTROL 23 728031.99 2451976.11 2579.92 CP - SPIKE 24 727967.52 2452042.69 2580.43 RWC - 58 NO CAP 25 727997.88 2452031.51 2580.80 RWC - 58 YPC ENG NW PLS 7880 OVERALL EXISTING & DEMOLITION PLAN 26 727753.36 2452045.80 2578.31 RWC - 58 YPC THRU ILLEGIBLE 30 727953.93 2452047.63 2580.16 RWC - 58 NO CAP CE002 11.19A9 01:H8 PM I H:\12019\ID-1870-1908 BVA Paramount-Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_04_EXISTING.dwg i � I I I Ogxoc� He Cusnog cn FO FO FO FO FO FO I FO I I'll II'I Terrel FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO i FO FO FO F� FO FO FO FO FO FO FO FO FO FO FO FO �, N � I55 cushingterrell.com - - , - - - - _ F— rn --es FD—ss FO F — — — — — — — — — — — — — — — — -,— �0—` ss —sly - - - - - - - FO FO \ / [fl — -`t_T — SIG s— -SIG ss- — sc=_ ss ss ss ss ss ,Fn ss ss ss s FO FO FO FA FO FO Fbs F�§ F� �� (� sp� FO FO F F `�- O 30 60 H��•757.9522 - - - - - - - - - —- -—— _ __ COMMONLOT1 - - - - - - - - - — �; _ I ` btel ---- btel — btel ———— ' btel ———— "all I ——— btel ——— SCALE 1 30 btel \ btel — —— btei — — btel ———— btei ———— (FUTURE ROW _ - ^ \\ — —---- btel — — btel — _ I Irr Irr Irr btel irr Ir�tel— irr--bte�r� _ irr irr irr irr irr ® \ btel ——— \\ ® _ ———— btel ———— btel btel b irr ———y}�t Irr —irr— "rr irr irr irr irr irr irr irr irr —irr— irr irr irr HORROCKS AREA:9,719 S ' btel 7 \ I I (0.22 ACRES) _ ® ———— \ E-11-11 N E ee Isil SIG Vvq 1119//r, - V J _ \ �� del — - �— SI / Iv, ! 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DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN OTHERWISE. I � � Cushi n J ol 2. ALL RADII ON FACE OF CURB IN PARKING AREA ARE 3' UNLESS Terre OTHERWISE NOTED. FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO O FQ FO FO FO FO FO e II N 3. JOINTS AND CONSTRUCTION OF CONCRETE AREAS SHALL BE PER 20/26 HWY US g_ / I �C I � E4 ISPWC SD-714, SD-714A, SD-714B. B N FO F FO - - - - - _ -- - _ _ _ I 4. JOINT PATTERNS PER ISPWC ARE A MINIMUM STANDARD SEE cushingterrell.com _ N LANDSCAPE ARCHITECT PLANS FOR ADDITIONAL DETAILING. 800.757.9522 ss T ss - ems-----z - ss- - ss rQ-I ss SIEr --�sS{G - - - „ sgt�sSt T - - - - _ s s - s�� rn qqIO- ss s^ ss8 ss ss ss T ss ss ss ss - / t FO FO FO FO - -FO - - - - F6 - FQ - - _ _ FO FO- - - - FO IG F6 FDA 6 O- PLO a? aF0�K3 FO FO FO FO FO FO FO FO O 2O' 4O' _ - - - - - - - - - - - - - - - - - - - - - - - _- - - _ 5. ADA RAMPS SHALL INCLUDE TRUNCATED DOMES PER STANDARD - - - - -- -- _ _ ____ I �� SCALE:1"=20' ISPWC DETAILS AND SHALL EXTEND THE LENGTH OF RAMP OPENING. _T T - I I J T HORROCKS _ COMMON LOT 1 -11-11� - btel -- I ---- btel ---- btel btel - - _ ``` I _ ___ --- btel -- - 6. PARKING LOT STRIPING AS SHOWN SHALL MEET CITY OF MERIDIAN E N G > >v E E R S 3 I Irr Irr - btel 1rr - btorr---irr Wei ---irr--bfeF-icy Ire--_i yr btel �-�- btel --_ btr(FUTU REiRQW)- irr- -irr- irr irr �� i / \�irr/� I _irr btel - - i� irbtel -irr -irr L - -irr -irr - �1rr T SPACING REQUIREMENTS AND LOCATION OF SPACES AS SHOWN COMMON LOT 1 ' 6feT --- e�- btel --- btel - __ - 9 9 - --- btel ---- btel - btel btel F I (FUTURE ROW) ° , i e , ® i/ 1 t C AREA:9,719 SF 1 r be/ _ (0.22 ACRES) TJ I - - -I II/ el --- r-� 6° �eJ` 1 I GL PARKING ANALYSIS BUILDING ANALYSIS - - l be/ �G �T SIG SI SIG SIG bel _ €� ® e� I L J BUILDING AREA 5376 SF BUILDING AREA TOTAL 5376 SF 6- Ir �//� � Tlh\��T T�� rr/� \� - e I Dbl, Ifl �ii''II v�� %� \� / /\ /\ � c hll� T bell- Ir e I 1 1 SIDEWAILWC1�Y OTHERS.FINAL SIDEWALK TT /II \ Re I I _ I\ // \ 0 % REQUIRED STALLS 11 BUILDING TYPE IBC GRADES SHALL BE PROVIDED PRIOR TO �//IIIII\\�� N /IIIII, /IIIII` ® �\IIIII/ cB /T IITT\�I I pw, ( ) EARTHWORK AND LANDSCAPE FINISHING \�\\II I��/ p ® r �\ I g I I PROVIDED STALLS 101 NOTES: v, a / j - L I . M I I ° I T \\II/�TT'iT� \�\III �T� // \� lr, e� HANDICAP STALLS REQUIRED* 1 BUILDING TYPE TO BE VERIFIED WITH \ /II\ T��\//% T�/II\��\�\III c/ �\ // I I l - \ / ° ARCHITECTURAL PLANS,ARCHITECTURAL PLANS (1 ° a I �� i// I� \ ca r/III I1�0\\�\II T�� _��\\ ,e� I HANDICAP STALLS PROVIDED" 6 ��rn - -�� - - II \ / \I\ III j\ \� I N TO SUPERCEDE. LO �\ NOTES: 1 _6 � _ /hell lrr PER ADA REQUIREMENTS ° \` I I BUILDING COORDINATE TABLE INCLUDES 3 VAN ACCESSIBLE STALLS A I I F lle� w TTIIIIj / / /II\T� �o� i i rR19L �r I I r �Strrt�-T r!1 r - - - - - Os C�-r - r _ T _ - - - �II INTERSECTION T T T T T w � � 0 � Q i i I `° I I A-1 728046.60 2451832.45 PROPOSED BUILDING I I ° l A-4 728047.64 2451722.45 I � II I G 5376 SF M I ° I e1 e C-1 727996.10 2451831.97 o � L_J 8.9' 5.2' 110' 5' 15.8' I ~° Q I e I C-4 727997.14 2451721.97 I a ° a °' 08 a Ir it CONSTRUCTION KEYNOTES 00, 05 Oq 02.a 02 19 --Q I EXISTING PARCEL 2 \\�11'II///� I I °I I INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET CS003 FOR TYPICAL 12.6' \\III�// s �92.s' 14.9' 15.s' AREA:47,137 sF \//,' e l e PAVEMENT SECTIONS. o a a a 1 _f 02 � m 6.5' 9' 6.5' Q I (1.08ACRES) I T //\\T-- I I a I L_J II��v III 10 Og Of I 02 INSTALL CONCRETE SIDEWALK(ISPWC SD-709) 03 �� I - - 20.6' 9.5' 13 90' 1 o 12 09 24_8 (101 I V I 03 INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC uu I N As - _ - - - I I � 0 SD-712, SD-712C, & SD-712G, MIDBLOCK) O o7 I o4 HANDICAP PARKING SIGN a 13 I 0 I LOT 2 N E I I I =T/IIII�\ all o5 HANDICAP PARKING SIGN -VAN ACCESSIBLE AREA:23,651 SF (0.54 ACRES) a I I I I F I I os 6" VERTICAL CURB AND GUTTER (ISPWC SD-701) z 12 I 1 I I. I 08 °' Lu 12 13 T I I I a®c I 07 FUTURE BUILDING PACKAGE (BY OTHERS, FOR REFERENCE ONLY) I 19' 25' 8.5' N 06 63' 8.5' 28' T�TV\I/ I o 09 09 I I I 14 I T�/II\\TT os LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS W I o 08 I I I r//IIIII \` I I I� A I I I O d T I o9 INSTALL LIGHT DUTY ASPHALT PAVEMENT, SEE SHEET CS003 FOR 12 I � ° II CONCRETE PAVEMENT SECTION C ° boa ° 15 I FUTURE IMPROVEMENTS INSTALL ONE (1) BICYCLE PARKING STALL WITH TWO (2) INVERTED U RACKS, a I I I I 1 =�T\III/ T I II O SEE SHEET CS003 FOR DETAIL (CONCRETE LIGHT DUTY SECTION) 0 7.4' 12' 10 = ° M . ° 17a Z, 16 01 N T�/IIII 1\\\\ II II 11 MATCH EXISTING TOP BACK OF CURB o 0_ O �1 g ° _I ; I i� I = � y 32 ��\��IIIII///� II ° I Q L o CIO \\\III%/ I _I � \\\//T= I I I I �w� 12 PLACE 4-INCH WHITE PAINT STRIPING Z L� 09-T 1z �o I G T/II�VT11 II Q 6 MODIFIED REVERSE SLOPE CURB & GUTTER, SEE SHEET CS003 FOR ., „ „ 34.6' 81' 16.8' 28' / a LL I 13 DETAIL z Ip I �O §II I Lu0 a LOD I J FRONTAGE IMPROVEMENTS FOR FOX RUN 5 U ° LOD I I o ARE BY OTHERS.CONTRACTOR SHALL COORDINATE WITH OTHERS FOR CONNECTION TO FUTURE IMPROVEMENTS. L U �O6 ENSURE THAT GRADES AT TIE IN POINTS L D �- GOB a0� a � 40� O a6TT O ARE COORDINATED.ANY DISCREPANCEY 14 INSTALL TEMPORARY 2 ASPHALT CURB IF CURRENT CONSTRUCTION PRIOR 18 T I I I F I SHALL BE EER.TEMPOTHEATTNDITI ATTENTION OF TO FUTURE IMPROVEMENT CONSTRUCTION. I a / a se THE ENGINEER.TEMPORARY CONDITIONS L 14 13 � MAY BE REQUIRED.CONTRACTOR SHALL pp �� E 0 ASSUME THAT A SAW CUT ALONG FOX RUN ASPHALT IS NEEDED FOR CLEAN TIE IN r M I WITH DRIVEWAY APPROACH T INSTALL HEAVY DUTY CONCRETE ASPHALT PAVEMENT, SEE SHEET CS003 S\ONAL FNG FUTURE IMPROVEMENTS I - - - - - - - - - - - - - - - - - - - - _ - _ - e - ° I i FOR TYPICAL PAVEMENT SECTIONS. ��G\ST�RF/OFF 15 06 09 I _- - / I B I } ° 5.19.2020 I I Q T REINFORCEMENT IN DUMPSTER PAD TO EXTEND 10' MINIMUM BEYOND FACE OF ENCLOSURE. SEE DETAIL CS003 U'� 13073 a I- j I �Oe TF OF II .;6; I � I T I �' � SUN DER 132.4' 0 I a gR m l O I 17 PROPOSED TRASH ENCLOSURE BY OTHERS, REFER TO ARCHITECTURAL 06 3 PLANS. I LL I z I © 2019 ALL RIGHTS RESERVED y I NI os u 1 © 1s 4' CUT IN TEMPORARY ASPHALT CURB I �'�° v °° E a �� 02 a Q II I 3 I FOR PERMIT LOT 3 I � �, �, I AREA:30,944 SF I I 13 T `50 I° I 03 I 09 � L- (0.71 ACRES) N I I I 3, 07 c o I III% /� I ��r� I MISCELLANEOUS KEYNOTES 3 5.19.2020 1 I I DRAWN BY I SICKLES 107.8 5.5 19 i 8' I 19' 19' 25' 19, 5.5' -I 52.T 10.4' ///15.5' I I I a PROPERTY BOUNDARY CHECKED BY I SUNDERLAGE 4 I I rillll illl ` "1 N I REVISIONS 12 FUT RE IMPROVEMENTS 1 0 I T to 13 I \\11 I/jrrT I i °I T. B EXISTING RIGHT OF WAY - - p I I \ II 06 I 09 0 i £ o1 I J i�IIIlI1�b I II I \ / ee� C FUTURE RIGHT OF WAY 00 \� LOT 5 I ` IIIIIT / PUBLIC UTILITY EASEMENT r I I I AREA:36,583 SF 0 a I I o (0.84 ACRES) ng� o2 os� a I Os 0 G /IIIII\\\\\ I `±' I \ I // \ e INGRESS-EGRESS EASEMENT I 12 a I � \ A J_ I I I 09 /T I \ SITE PLAN 1 I I I 12 02 F I ��VIIIII%T% I II II��r�` ° I \ F PERMANENT EASEMENT 13 12 I �L � I� i i i i I1 � �� \ Ir G TEMPORARY EASEMENT csool IMpwan,%yr =wx a(�witwmj�d i 0m.0 MATCH LINE SEE SHEET CS002 MATCH LINE SEE SHEET CS001 MEW mm a I��A\vvv Jr, j R 0 C • 12 \ ` �e -J 0 NOTES: A Cushing\\�II'I r \ \ 1. DIMENSIONS ARE TO FACE OF CURB UNLESS SHOWN OTHERWISE. FUTURE IMPROVEMENTS I I i s° LOT 5 � > ��1 T\ \\ III II I AREA:36,583 SF _ r 101 I N (0.84 ACRES) � Z/1, 2. ALL RADII ON FACE OF CURB IN PARKING AREA ARE 3' UNLESS errell p co 1 I v OTHERWISE NOTED. � 13 r> i r//�II � �l VJ O07 ❑ I I I 70, 09 12 0 �� % F \m\ A� 0 I O G ra o \ G I N E E4 3. JOINTS AND CONSTRUCTION OF CONCRETE AREAS SHALL BE PER os I 6P \ ISPWC SD-714, SD-714A, SD-714B. cushingterrell.com I O8 J � Ds s I I I Q�� 02 a01 QO ©Avv �� 800.757.9522 LOT 4 I I A I I ° �° ° a \ \ 0 20' 40' 4. JOINT PATTERNS PER ISPWC ARE A MINIMUM STANDARD SEE a \\ T\ AREA: 15,701 SF I `o ° °s ° `\ \ Q \ \ LANDSCAPE ARCHITECT PLANS FOR ADDITIONAL DETAILING. (0.36 ACRES) 12 I I I L,OD LOD ° SCALE:1"=20' 02 1 `� �� `�\v \ 5. ADA RAMPS SHALL INCLUDE TRUNCATED DOMES PER STANDARD H—,O_ 1 I I � \ \\ ISPWC DETAILS AND SHALL EXTEND THE LENGTH OF RAMP OPENING. E N G IN E E R S ` 1 12 � i vv ��'\ v v\ �\ 6. PARKING LOT STRIPING AS SHOWN SHALL MEET CITY OF MERIDIAN \ SPACING REQUIREMENTS AND LOCATION OF SPACES AS SHOWN. T — T S �T y T rT 13 ❑ / III v v \ F c os R� PARKING ANALYSIS BUILDING ANALYSIS D 0 J4; L� ` \ \ \ BUILDING AREA 5376 SF BUILDING AREA TOTAL 5376 SF 41 �o � REQUIRED STALLS 11 BUILDING TYPE(IBC) p * - 11 PROVIDED STALLS 101 NOTES: \\\\\ \ \ \ HANDICAP STALLS REQUIRED* 1 * BUILDING TYPE TO BE VERIFIED WITH — — — — — — — — — — — — C °�\\\\�I II' ` \ ARCHITECTURAL PLANS,ARCHITECTURAL PLANS D LOD HANDICAP STALLS PROVIDED** 6 LOD L TO SUPERCEDE. NOTES: PER ADA REQUIREMENTS FRONTAGE IMPROVEMENTS FOR / �\// / \\ ** INCLUDES 3 VAN ACCESSIBLE STALLS COLLECTOR ROAD ARE BY OTHERS. /J�\\ I CONTRACTOR SHALL ENSURE THATGRADES ATTIE IN POINTS COORDINATED.ANY SC EPANCEY SHALL -BE BROUGHT TO THE ATTENTION OF THE ENGINEER.TEMPORARY CONDITIONS MAY BE REQUIRED.CONTRACTOR SHALLASSUME W CUT ALONG � COLLECTOR AROADA ASPHALT IS NEEDED \\\\III %// CONSTRUCTION KEYNOTES FOR CLEAN TIE IN WITH DRIVEWAY APPROACH %/III\�� 01 INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE SHEET CS003 FOR TYPICAL PAVEMENT SECTIONS. ''� -- _ COMMON LOT 6 02 INSTALL CONCRETE SIDEWALK(ISPWC SD-709) - - AREA:29,172 SF - - (0.67 ACRES) — —irr— INSTALL ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING PAD (ISPWC SD-71 D-712 SD-712G, MIDBLOCK) �////- \\/\r�\A 1I\V/�\\/ —IIIirr— �\\\�r\r\\\—\III irr—\\� \\\\\ O4 HANDICAP PARKING SIGN ji /N .rr%�\�\/ j \lf ni iR/\ LU�� a\\� \\\ / \� �rr�Il,ll�\\ % \\�IIII�j o5 HANDICAP PARKING SIGN -VAN ACCESSIBLE = / �I II1 / \� — / o/ /I rill b II�\\\\ /rrIIII 11\\\0 �// \ �\ 6"pi ---- 6"pi ---- 6"pi ---- 6"pi --- 6"pi 6"pi --- 6"pi ---- 6"pi 6"pi --- 6"pi ——— Pi -- - -- G — 6"PI —— // —— 6"pi —_ �IIIIII\\ �r/�IIII�\\\\� 06 6 VERTICAL CURB AND GUTTER (ISPWC SD-701) 6 PI --- 6„Pi --- 6"pi --- 6"PI ---- 6 07 FUTURE BUILDING PACKAGE (BY OTHERS, FOR REFERENCE ONLY) os LANDSCAPE AREA PER LANDSCAPE ARCHITECT PLANS Uj 09 INSTALL LIGHT DUTY ASPHALT PAVEMENT, SEE SHEET CS003 FOR c CONCRETE PAVEMENT SECTION O10 INSTALL ONE (1) BICYCLE PARKING STALL WITH TWO (2) INVERTED U RACKS, z SEE SHEET CS003 FOR DETAIL (CONCRETE LIGHT DUTY SECTION) Lij 11 MATCH EXISTING TOP BACK OF CURB V 0 Z 0 12 PLACE 4-INCH WHITE PAINT STRIPING z 00 0 6" "MODIFIED" REVERSE SLOPE CURB & GUTTER, SEE SHEET CS003 FOR = 13 DETAIL U D COORDINATE WITH OTHERS FOR CONNECTION TO FUTURE IMPROVEMENTS. z 14 INSTALL TEMPORARY 2'ASPHALT CURB IF CURRENT CONSTRUCTION PRIOR Q TO FUTURE IMPROVEMENT CONSTRUCTION. U) z INSTALL HEAVY DUTY CONCRETE ASPHALT PAVEMENT, SEE SHEET CS003 Lu 0 15 FOR TYPICAL PAVEMENT SECTIONS. 2i V 16 REINFORCEMENT IN DUMPSTER PAD TO EXTEND 10' MINIMUM BEYOND FACE OF ENCLOSURE. SEE DETAIL CS003 SONAL FNG �G\S TFRF 17 PROPOSED TRASH ENCLOSURE BY OTHERS, REFER TO ARCHITECTURAL 5.19.2020 PLANS. N� 13073 18 4 CUT IN TEMPORARY ASPHALT CURB �O �TF SV N DEFL © 2019 ALL RIGHTS RESERVED MISCELLANEOUS KEYNOTES FOR PERMIT A PROPERTY BOUNDARY 5.19.2020 B EXISTING RIGHT OF WAY DRAWN BY I SICKLESCHECKED BY I SUNDERLAGE REVISIONS C FUTURE RIGHT OF WAY u PUBLIC UTILITY EASEMENT e INGRESS-EGRESS EASEMENT F PERMANENT EASEMENT SITE PLAN G TEMPORARY EASEMENT CS002 ACCESSIBLE STALL Cushi SEE DETAIL FOR SIDEWALK INFORMATION SIGN SEE DETAIL E g WELDED STEEL - WELDED STEEL THIS SHEET TUBE CAP Terrell TUBE CAP z ACCESSIBLE o STALL SIGN HANDICAPPED ACCESSIBLE 0 0 11 2'RIBBON CURB PARKING SIGN.SIGN TO BE FLUSH WITH SIDES OF cushingterrell.com POST ANCHORED TO POST 800.757.9522 — 4"STRIPE VAN -ACCESSIBLE HORROCKS -n-n VAN ACCESSIBLE SIGN - ° LAWN OR HSS 8"x 2"x 3/16" ;" E N G I N E E R S IN STALL WHERE PLANTING SIGNAGE POST SIDEWALK TO BE 1/4" INDICATED ON SITE PLAN w MAX HIGHER THAN 8 7 7' - 7" Q 6" 12" 6" PAVING AT JOINT 6" 0 2" CONCRETE Lu a 4"WIDE STRIPES AT 4 STRIPE o z APRON J o 45'ANGLE 2'-0"O.C. co Y CD Q U) Q If o Y d QLL ;�, Q ,;., 3' N HSS 8"x 2"x 3/16" a_ / N 2%MAX.SLOPE co `� \SIGN / . O r PAINTED EMBLEM ON co SIGNAGE POST a_ ASPHALT PAVING(TYPICAL) AT ALL ADA PARKING STALLS a ER AHJ REQUIREMENTS 24 4'-0„ 2 7 EXPANSION JOINT SIDEWALK =III _ III II IIII IIIII III=III a =III= PLAN III II I� IIII a IIIII 'll�III a M I= #4 x 12"LONG ANCHOR BAR IIIII IIIIII PLAN SECTION THROUGH TUBING — IIIII ° IIIII IIII a _ IIIIII IIIII #4 x 12"LONG ANCHOR BAR a IIIII III ° II I THROUGH TUBING -III a ° IIIII 9'-0" TYPICAL BICYCLE PARKING DETAIL (TYPICAL) 5 0"STD. 9 0"(TYPICAL) _ I I I I I I I Ii I I— 12'-0"VAN NOTES: " III III=III, =III ill INTERNATIONAL SYMBOL OF N V-6"DIA. ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND,CENTERED CONSTRUCT CONCRETE AND BASE THICKNESS TO SAME ON THE CENTERLINE OF THE SIDE VIEW PARKING STALL,ALIGN LOWER SPECIFICATIONS AS ADJOINING SIDEWALK SIDE OF MARKING WITH END OF PARKING SPACE(TYP.) GRADING SHALL NOT EXCEED 2% IN ALL DIRECTIONS ACCESSIBLE STALL SIGN (TRAFFIC SIGNAGE) ACCESSIBLE PARKING OPTION 2 INVERTED U RACKS MAY BE MOUNTED ON OR EMBEDDED IN -NTS- -NTS— CONCRETE FOLLOWING MANUFACTURER'S INSTRUCTIONS uj RACKS USED SHALL BE SCHEDULE 40 PIPE MADE OF DURABLE METAL WITH WEATHERPROOF COATING AND SHALL BE MANUFACTURED FOR THE INTENDED PURPOSE V 2'-0" 6" 1'-6" 0" - 1" BATTER z FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE W "0" ELEVATION c - co u) CD Lo 18' ce PAVEMENT SECTION COMPONENT LIGHT DUTY HEAVY DUTY R - 1/2" z R = 1" LJJ ASPHALTIC CONCRETE 2.5 " 2.5 " CRUSHED AGGREGATE BASE 4.0 " 4.0 " 7� N00 STRUCTURAL SUBBASE 10.0" 12.0" O Z SEE PAVEMENT SUBGRADE SEE PAVEMENT SUBGRADE R = 3 1/2" COMPACTED SUBGRADE PREPARATION SECTION PREPARATION SECTION (± 1/2") z Oo 0 2 ASPHALT CONCRETE: ASPHALT MIX DESIGN SHALL MEET THE REQUIREMENTS OF ISPWC, SECTION 810 CLASS III PLANT MIX. MATERIAL SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR iD C) U HIGHWAY CONSTRUCTION. — D EXTEND %4" MINUS N Z � \L AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIALS. AGGREGATE BASE Q 6" STRUTURAL SUBBASE: MATERIAL COMPLYING WITH REQUIREMENTS FOR GRANULAR STRUCTURAL FILL 6" BEYOND TBC 12 [)� z (UNCRUSHED)AS DEFINED IN ISPWC. W O -A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY SUBGRADE 2 U COMPETENCY AT THE TIME OF CONSTRUCTION. "MODIFIED" REVERSE SLOPE CURB & GUTTER ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE -NTS- GEOTECHNICAL REPORT PREPARED BY MTI, FILE NUMBER B170608g (MAY 19, 2017) �SS�ONAL ENc/ N o� �G�s rFR� ti� 19 REINFORCEMENT PER 5. .2020 GEOTECHNICAL REPORT 13073 p TF OF RIGID (CONCRETE) PAVEMENT SECTION TABLE 4,000 PSI CONCRETE REINFORCEMENT PER SVNDE�`'P 1% SLOPE TO FRONT GEOTECHNICAL REPORT PAVEMENT SECTION COMPONENT LIGHT DUTY (PEDESTRIAN) HEAVY DUTY(TRAFFIC) © 2019 ALL RIGHTS RESERVED PORTLAND CEMENT CONCRETE 4.0" 6.0" GENERAL SIGNING & STRIPING NOTES: FOR PERMIT CRUSHED AGGREGATE BASE 4.0" 4.0" 1 . CONTRACTOR SHALL SUPPLY AND INSTALL ALL SIGNS, AND IS RESPONSIBLE FOR STAKING SIGN LOCATIONS 6" A.B.C. N AND OBTAINING UTILITY LOCATES FOR STAKED SIGN LOCATIONS. SIGNS SHALL BE LOCATED PER TYPICAL SECTION STRUCTURAL SUBBASE NONE NONE SIGN LOCATION OR AS SHOWN ON PLANS. NOT REQUIRED FOR NATIVE NOT REQUIRED FOR NATIVE 2. ALL SIGNING SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CITY 5.1 9.2020 COMPACTED SUBGRADE SOILS 12" TO 95% OF ASTM D698 SOILS 12"TO 95% OF ASTM D698 DRAAWNWN BY B SICKLES OF MERIDIAN SIGNING REQUIREMENTS. D U M PSTE R PAD CHECKED BY I SUNDERLAGE FOR EXISTING FILL MATERIALS FOR EXISTING FILL MATERIALS REVISIONS PORTLAND CEMENT CONCRETE: 4000 PSI COMPLYING WITH ITD URBAN CONCRETE STANDARD. 3. ALL SIGNS SHALL BE MOUNTED PER ISPWC STANDARD DETAIL SD-1130 REFERENCE THE GEOTECHNICAL REPORT FOR ALL INFORMATION ON THE AGGREGATE BASE AND 4. ALL SIGNS SHALL HAVE TYPE III REFLECTIVITY —NTS— SUBBASE MATERIAL AND PREPARATION. 5. ALL PARKING LOT STRIPING SHALL BE PAINTED IN 4" WHITE PER STANDARS OF CITY OF MERIDIAN NOTE: SEE THE GEOTECHNICAL REPORT FOR REINFORCEMENT REQUIREMENTS. STRIPING LOCATIONS ARE AS SHOWN ON PLANS. ADA PARKING TO MEET ADA REQUIREMENTS. 6. ADA / ACCESSIBLE PARKING SIGNAGE INFORMATION IS LOCATED ON DETAILED SITE PLAN SHEETS 7. PRIVATE PARKING LOT MARKINGS SHALL MEET PAVEMENT PAINT REQUIREMENTS OF ISPWC 1104 SECTION 2.1 . TYPICAL PAVEMENT SECTIONS SITE DETAILS i I g R 0 c I I p LEGEND: • 0 r I LOD LIMITS OF DISTURBANCE Cushing I'll I�� TOA:2ss5.2s TOP OF ASPHALT ELEVATION Terrell I Io I � Toc:2ss5.2s TOP OF CONCRETE TBC:2665.26 -FO FO FO FO } FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO CO FQ FO FO FO FO- TOP OF BACK OF CURB�G' I N E �¢ II U) _ I I FG:2s65.26 FINISHED GRADE cushingterrell.com - - - I 0 20' 40' TBDC:2665.26 TOP OF BACK OF DEPRESSED CURB 800•757.9522 \ 3 IF -F - - - - - - _ _ r-r Aso- ss ss ss ss ss 55 55_sr_-- .SIG_ 0' SCALE 1 -20 OF CURB MATCH TBG:2665.26 TOP BACK MATCH Ex. EXISTING HORROCKS Ir g SS SS 55 SS SS SS S5, SS SS SS SS FO FO FO FO �-� FO - - - �O- - -=EO-5� FO�� FOSt� FO _ - f0=�'- - - - FOB - - FO' '�� Rp CS�PO�;YO-�c�rF.�. ru{G rA Sim F9 -SIB FO FO FO FO FO FO- - - - - - - - - - - - , FINISH FLOOR ELEVATION EN77NEERS - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_- - - \ - - --- btel - \ - -�- - _ - - - - - -2581 - - - - - �J I GRADE BREAK ��' - btel - btel - btel _ _ _ - - - _ // � \ I - - -- /--- Lblel --- btel ---- - _ - _ _ - - - - - btel - \ I I -><irr irr irr- �-irr- btel -irr- �t�-r�� 4-ir, bte� irr- - - - btel rr irr- irr =�-ir� -irr irr irr ®� ird� irr btelirk irr- irr \ _ _ _ _ stet- T81 rL-_ irr - - - _ - tet - -- btel ---- btel --- btel I- - \ s f i - 6CeT----- --- btel�--- btel \ e ,tea- - -2582- ® - - ®\ \ btel I \ \ / - _ belIel \ / - _ �� - - -2583 / �_ - - - e ® � a° 1eJ\ 0 rn e \�N�� bel\\ L �G � SIG I SI SIG SIG 2584 fl III\\\ 7/7 \ �\ j��\�� I\\\ ® �eld� r \\\\ II�\� Re \\\IIIII�/// ® g\ a g rn III_ _ I p �� \�\III / I \\ 0 - - - - - - - - - - - - - - - - - - - e I 0 \ / � �e � ��II'%�� FL2580.25 J J \ ��-=� �� -�, Z � �� - - -� � � 11L� � ��/ II1�\ - ��t \\ III / �\ - - \ ' \\ /x III IP I GRADING KEYNOTES FL 2580.25 \ \ //� /I I11 / I - - - - - - - - - - _ 2583 I '\\ G1 MATCH EXISTING CURB AND GUTTER _ I I � - � \ / / II ® \��\I ce � (I �� I I I I � I - - - - - - - - - - - - - - - - � 2582- - - - � / r �� J� J� - - - ° \ / -- _ �II\\\ I G2 STORM DRAIN CATCH BASIN AT LOW POINT. SEE SHEET C0001. T - T - TI T T - T - T - _ - T - T - T T - T T T -/ T-L - T /rn /II I ,� s\ ° - O \ J - - - / \\\ T / 1��`\\\ \® I ® I i G3 TRASH ENCLOSURE. ENSURE GRADING SHALL DRAIN AWAY FROM TOC 2510,17 TOC 2580.25 `I \ - 2581 - - _ _ _ / ° _ A S81 I OENCLOSURE & BUILDING. * FFE 2580.25 � - ' - - _ - - - \\ \ I ® O LANDING SHALL NOT EXCEED 2°/ SLOPE IN ANY DIRECTION PER ADA � ° ° 25so - _ _ _ _ - - - - _ _ _ ,/ \ a I ref 11 G4 ° co 1.6/o TOC 2580.25 - - _ \ ® . III REQUIREMENTS TOC 2580.25 TOC 2580.25 1, o I \ ® 1 11 N 6/ TOC 2580.20 - 0 I I I TOC 2580.25 - _ - � I ° TOC 2580.25 ° TOG 2580.25 ATOC2580.17 - - - -2s> I I� O TRANSITION ZONE, SLOPE SHALL NOT EXCEED 5/° IN ANY TOC 2580.25 I ® 14 G5 I I Toczsso.ls ° �' I I � i1 ° . DIRECTION a ° s° ° \\ I I I ® cal d FUTURE EXISTING ELEVATION APPROXIMATE AND TO BE ° ° Tocz580.21 ° �j0 \ I r 6 9 II N G6 DETERMINED BY OTHERS. CONTRACTOR TO VERIFY MATCHING to TOC 2580.25 TOC 2880.21 J o \ I TOG 2580.19 7o TOG 2580.03 \ I ~ I O I TOC2579.64 TOC2579.65 I � ELEVATION PRIOR TO CONSTRUCTION. II / TOC 2580.11 ° o I \ I I 0111I1///� I 1 1 1 TOG 2580.12 / , c y o TOC2580.15 ` I I \� I I I 1 r-, G7 INSTALL 4'x4' OF 6" ROCK RIP RAP. COORDINATE WITH OTHERS FOR a? 8 N ° a o TBC 2580.11 \ \\//� I ° I I I e CONSTRUCTION PHASING OF FUTURE ASPHALT. o ° rM TBC 2579.99 a 7.5/0 7.7% ® \ I = a �_J TOC 2879.94 ° ° _ - _ I - I \ 58 III\\\ I N p 00 G I 1 I 2 TBC 2580.07 l 1\\`\ O I r01 al TBC2580.07 TBDC2579.60 \ \ I 1 INSTALL TEMPORARY 4 DEEP INFILTRATION BED FILLED WITH PIT Uj Toc25ao.os TBDC2579.59 o TBC2579.98 \ \ ~ 1 \ G8 RUN MATERIAL TO THE SURFACE. COORDINATE WITH OTHERS FOR . a c o o TBC 2580.10 TOA 2579.51 TOA 2579.70 \ \ TOC2579.88 NI a0 li \� CONSTRUCTION PHASING OF FUTURE ASPHALT. TBC 2579.71 TOA2579.92 1 4 I G9 MATCH EXISTING SIDEWALK TBC 25 9.26 \ TOA 2579.24 TBC 2579.80 O \\\\ III' TBC 2578.77 TBC 2579.17 \ TBC 2579.80 ( J \ II o \ TBC 2579.87 \\ \ \\\I/% \ v 2$� �, I I \ O II 9 I Z TBC 2579.55 I \ I TBC 2579.55 I 1 \ / o TBC 2579.01 \ \ 1 Uj TBC 2579.00 I N TBC 2578.96 TBC 2578.87 TBC 2579.43 I \ I 1 o ? \ TOA 2579.57 \ I VJ TBC 2579.50 J I // ° TBC 2579.32 \ �/ TBC2578.69 \ \ \\�\\�111 7 °�° o TBC 2579.23 �010 I \�\\\\III �/ 11 I N w �� ^moo\o /�� J� Z' Z\�\/ /� 0 II 5 II G TBC 2578.75i/`� TBCo2577.87 TBC2578.19 - I 1 �`/I�III \\\\ I F II w TBC 2579.14 \ TBC 2578.29 TBC 2578.54 TBC 2579.02 \ Q I I 1 III TBC 2578.16 TBC 2578.51 I I O^ D TBC 2578.23 TBC------ TBC - - TBC 2578.35 TBC zs7aso �\11111 /r / D I i � z a ° ° ° TBC 2578.97 TOA 2579.12 I \ I I ° ° a° TBC 2578.49 , �Ip \/6 / J TBC 2578.98 O O I \\/ _ I/ 0 � I TBC 2578.16 �4( \ rL�lO F ///II I \\/ I I - a r 1 TBC 2578.45 \?`S78\ . TBC 2578.04 TBC 2578.52 -I I I \\\ III // I O I I Z \ TBC 2577.87 TOA 2578.83 \\I� I 0I GID TBC 2577.70 \ TBC 2577.66 I TBC 2578LOD .36 I � � - I I � �_ \ �� o TBC 2578.68 1 7 w1 LL w �xj�- LLI O N MATCH EXISTING I C r , \\I- �5,, 2� ITBC 1 G `J am \ l TBC 2877.28 O L O TBC 2578.41 J TBC 2578.06 TBC 2578.27 I I N 0 LOD LOD TBC 2577.82 O TJ I O I 3 TO aQ1 aQ1 Q01 (101 0 3ca I I o s o ss ! i SS S�ONAL FN �p TOA2578.45 I I\J O��O\STE,Q��,y� 81� G 10' TBC 2579.15 TBC 2578.96 O o \ TOA 2578.63 0 5.19.2020 3 II I TOA2578.51 TOA2579.72 \ �$0 21 N� 13073 Z IN 1.8% 1 �� I I I -� I OF Ln�q rF c\oP c, ° 200 ,\° boo 0 2 7� / J I / - eel I 3 V SUN DE��P �\ r / II � J 0 ° c9 2019 I ALL RIGHTS RESERVED 0 r ° s TBG 2577.61 w TBC 2578.69 TBC 2579.28 \V ° \1 I I ` FOR PERMIT TOC 2577.69 � TBC 2579.65 �•g/° I G � i TBC 2579.07 TBC 2579.61 TBC 2579.90 fl \ TBC 2578.92 �� TBC 2578.82 i o \I TBC 2579.63 TBC 2578.57 , TBC 2577.08 0 \� TBC 2579.27 TBC 2579.60 TBC 2579.95 ii Lr) TBC 2578.51 TBC 2679.30 o e I TO .2577.VA cD o o ° ° 3 I I TBc 2578.52� � ° '1.8/o � �° I I �� I TBC 2577.04 1 ° I 0 o TBC 2578.58 O � \ II IToc zs7sss ' ti I I 5.19.2020 TOC:2578.71 \ TBC 257&.89 O 4% � ~ \\ r/i I TOC 2577.09 � ILUU MATCH EXISTING � I DRAWN BY SICKLES TOC:2 0 811 ^ 1 MATCH EXISTING \_\\/� I I 3 CHECKED BY I SUNDERLAGE TOG2577.57 � rf1 J S O REVISIONS / 2Sj 1 TBC:2577.91 - ° j o MATCH EXISTING N TBC 2577.80 0 TOA 2577.34 I 1.7% S° �- 2' ° TOA 2579.08 TBC 2579.91 r 1.8% 1.2/o }�� _ o TOC 2579.96 O y I�\ 2.2% O \ \ J TOC 2579.45 I 11� I cl TBC 2579.40 le � O O II \\ O o TOC 2579.44 y I s co TBC2579.39 I ° TOC 2579.96 �/ \� I ee\ TBC 2577.34 ° TBC 2577.22 TBC 2579.60 ° TOC 2579.96 \ / I\\\� _ TBC 2577.29 TBC 2577.72 TBC 2579.60 TBC 2577.28 TBC 2577.72 1.9% TBC 2579.56 ° TBC 2879.89 I I \s I fie\// GRADING PLAN \ TOG 2579.96 I L 1% ° TBC 2579.89 75 / \ TBC 2577.33 2' 1.30 � � - �tna�1� NV0�,f�at�am-® of \I 11..25..1�®�:�IdM 1 W::\l�1�i =UtWt CAWPmWt NatoW CAN10.0 shot Fi %\C_w% u6w®ta a�ir�a\�L�N�\I�i��i =�_@�®INS PLAN.." MATCH LINE SEE SHEET CGO02 MATCH LINE SEE SHEETCG00177 • ,, � � � = y8^1.2% // II\�� ua as $ R O7, C vv 0 �_ LEGEND: • 4 L J °v� Cushin � m �0 LOD LIMITS OF DISTURBANCE e 9 TOP OF ASPHALT ELEVATION Terrel 1 I TBC 2578.43 TBC 2578.77 - -- - _ - _ \ \ \_i \ N CL, ��T G� \ r C 578.8.81 _ _ \\\ - \ \\T \ II\V� Toc 2ss5.2s TOP OF CONCRETE \ TB 2578.81 0 5% ` IIII \ �'\ �\ 4 c I N �¢ TBc:2ss5.2s TOP OF BACK OF CURB 8_1TBC 2578.00 TBC 2578.36 \ \ FG:2665.26 FINISHED GRADE cushingterrell.com TBC 2577.90 TBC 2578.62 � / 1 \ 0 y\ / - - a TBC 2577.87 TOC 2579.22 TOC 2577.22 \\ \ 6 \ \ \ 0 20' 40' 800.757.9522 TBC2578.14 / 1 ® °i e\ \ \ \ TBDC:2665.26 TOP OF BACK OF DEPRESSED CURB / Q 01 TOC 2576.76\ \\ \ r\ / _ o a � \ \ �r \ SCALE:1"-20' TBC:2665.26 TOP BACK OF CURB MATCH 5.0% o a \ \ \\ ��\� \\ \ MATCH Ex. EXISTING 00 e 4 9 TOC:2576.82 \ \ \\ \\ -N HORROCKS TBC2578.91 D LOD MATCH EXISTING / 0 \ TBC2578.88 TOC2579.17 / \ �� \ \ \� \ FFE:2665.26 FINISH FLOOR ELEVATION E N G I N E E R S i TOC:2576.71 A V A III / 1 8% TBC 2579.15 MATCH EXISTING A \ GRADE BREAK TBC 2579.22 III 2.2% O \ \\ \ \ I TOC 2576.52 II TBC 2576.73 ® v TBC 2576.42 TBC 2577.87 TBC 2577.90 I I TBC 2576.76 TBC 2577.78 T ' I I I I -1 k TBC 2576.80 T - _ \ \ 0.4 TBC2577.48 VAv\IIIII///�/i 0 fjbj I I_ _ I MATCH EXISTING V, r \ : . TBC 2576.32 TOC 2 77566 p� �� 7 1 I �- -r MATCH EXISTING TBC 2577.13 � ° GRADING KEYNOTES o� _ TBC:2575.59 / G MATCH EX STING /\\ MATCH EXISTING 9 / I I Q ///III\\\ LOD LOD LOD 0 / ��IIIII� G1 MATCH EXISTING CURB AND GUTTER J ��\l/i, STORM DRAIN CATCH BASIN AT LOW POINT. SEE SHEET C0001. J , \ TRASH ENCLOSURE. ENSURE GRADING SHALL DRAIN AWAY FROM ENCLOSURE & BUILDING. - LANDING SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION PER ADA REQUIREMENTS ZONE, LOPE SHALL NOT EXCEED 5/° IN ANY O TRANSITION S ° - - - - DIRECTION FUTURE EXISTING ELEVATION APPROXIMATE AND TO BE DETERMINED BY OTHERS. CONTRACTOR TO VERIFY MATCHING ELEVATION PRIOR TO CONSTRUCTION. - - - / INSTALL 4'x4' OF 6" ROCK RIP RAP. COORDINATE WITH OTHERS FOR - - - i TI j III 7 CONSTRUCTION PHASING OF FUTURE ASPHALT. -irr-- / \\\I I/// -irr- -. \\\\\IIIIIrr� \�\\\III I��/// �\\IIIII///, Irf- -Ifr-- I .L r III \\��III�j/i ��\\\///�i \\\\\\IIIIII/r/� \\\\IIIII/r/, III � - \1IIII/rr� \\��\II�/i \ \ I // \\\\ l/r, \\l/�; \\\\IIIII lrr, -irf---irr-- INSTALL TEMPORARY 4' DEEP INFILTRATION BED FILLED WITH PIT �/i , �� III�j% III III \\\IIII / -irr-- - _ =_� \ I \ I /_ \ IIIII/// \\\ //� �\ \/ �� - -irr-- G8 RUN MATERIAL TO THE SURFACE. COORDINATE WITH OTHERS FOR \\III \\\\\ �i� _ /�� III II / \IIII j�� \\\\\\\1I1 IIII/r�/ - 0 14\\\\�� /i _�� - �i �i \ \ I I�l \\\ lr l /i \ III / uj l\ \\\l/ice \\\l/ice \��II��%� _ / / I -\\\///� \��III�//; C/ � � \\\lull//r, �� ( I �i _ / - CONSTRUCTION PHASING OF FUTURE ASPHALT. _ \\ ''j4\\� \l/%i , \ I / \\� I / \ \\ -� /� G//'9' \\\\�\ \��III��/ �\Il%i i//��\ \\\\\II II// /// ,i�\\ \ - - / � �� / l\ \\� /�� '%i / \\� �\ II �� i � / i \ l\ / lul //II \ =\\l/ice / \ _\\\lei_ \\\11 /r // III\`\\` / r I \o / //� II\�� i//\\�� rIII I\\\\\ _ '/ ��{I��\� \\ \ �Ii �- G9 MATCH EXISTING SIDEWALK /i�Ilh 111\\\`\ //ii�I h ill\\\\ //Ih I\\\ i�� II�� ///�II I11\\\\\ �/II\�O� 'i� II\�� I ��\ /II,Il�t\\\\ j/ �\III/�%j�- ' O \\\\\ riIIIIIII / II -/ - a il - - - - - - - - - \\ illhu\ \ %IIII11\\ _ � I III\\ % I U z Cw G 0 Z O z 00 Q Q U o � z 0 Q Q oU) z Q w0 2i U SS�ONAL FNG STFR�/y�F 5.19.2020 N� 13073 1 �Oe TF O F\�P P� SUN DE�� © 2019 I ALL RIGHTS RESERVED FOR PERMIT 5.19.2020 DRAWN BY I SICKLES CHECKED BY I SUNDERLAGE REVISIONS o � o v O M 0 O U) S89°37'14"E 144.91' o � GRADING PLAN O CV co O N M 0 O 00n00714 A'= CGO02 1 t2IFt10®btu VkM I OVA PAWMUot=UMMt CAWRO"DAtA\QQ QA®\&W,%h@§t RIWO.®naWu@W"D�AWi0WLANS\10-18M-i 0-GRADING PLAN." /-y'I r� ..,,, I r r p p oh ohp ohp ohp SIG SIG SIG SIG SIG SI O R R 0 C w - w -- - w - -- wl --- w - -- w -- - w -- w --- w - -- w -- - w -- w - �� Cushin o 9 rA II I III III N 4� Terrel � � G I N E � cushingterrell.com FO FO FO FO FO FO II FO-FO-FO-FO- FO FO -FO-FO-FO-FO-FO-FO-FO-FO-FO- FO i FO FO FO 76 FO FO FO FO FO 55 O 30' 60' IRRIGATION TO BE PROVIDED BY PARAMOUNT U' - - 9I US H WY 20/26 SUBDIVISION PRESSURE IRRIGATION SYSTEM I 800.757.9522 \ - r (SECONDARY SOURCE GROUNDWATER WELL) O FO FO �� \FA-ss -FO ss ! ss ss - - -ss- ssi 6��gjG - - _ SCALE:T'=30' - - - _ - ss ss ss ss ss ss s FO FO -FD - F9 _FO s� - - ss _��sG ss � �I�O a0 �^vFO - aiG FO FOs FOGS Fbs F F� - spa FO FO H O RRO C K S z r - - - SFG\ - - - - - - \ ° I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I�1) s - - btel ---- \ ° - - - - - - - - - - - - - - - - - - - - - - - - - - F-aJ _ -11-11 btel --- -- btel -- - -- E N G I N E E R S btel btel ---- btel ---- btel --/- I T - - �� v btel -- btel ---- \ - btel - Ibtel ---- btel ---- btPl ® /\ \I �I/ -- btel ---- 0 -- - e WATER KEYNOTES rr irr irr irr- iry I --- ® m �\ r r -irr -irr -irr btel - - - bte��=�- btel -E-�- / - b� ----., -JOINT TRENCH SERVICE TO NEW TRANSFORMER PER , INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN Ih o IDAHO POWER AND SHALL INCLUDE POWER,GAS, ® ®® Le \ 1 \\ - _ �( STANDARD DETAIL W8 ,, A /o COMMUNICATIONS,AND(2)2"SPARE CONDUITS ® \ SV - - \ II� \ �\ li SI SIG rt s IUII�` RII).\� ij llil�� 4 II1�\\ _I/ //®Ilq��` - �j/ ® be Ir ® n COORDINATE CONNECTION WITH MECHANICAL PLUMBING PLAN CONTRACTOR TO INSTALL COMMUNICATIONS AND \ I�� ® ELECTRICAL CONDUIT TO BUILDING FROM TRANSFORMER \` r >I ��\II/i � \II/ ��/\ \,,,I r, ,, 28 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STANDARD DETAIL AND COMM VAULT AND SHALL INCLUDE(2)2"SPARE ® ®=\ �% \ \� CONDUITS.COORDINATE WITH ELECTRICAL PLANS - p� - �- - per - �i - 54 - �� - - - - - - - - - 0 a '// o�® \ \\II =i \ �'/�\\�\ I� W11 INV:2576.75 4' _ - - - e - - - - - - p� 3 PHASE TRANSFORMER \® /� �p p�D�� Ilgll °® y L 8" SERVICE " " "INSTAL CE (8 x8 TEE WITH 8 GATE VALVE ON SERVICE ® 29 ` LINE) NSTALL 48"X 48"UNDERGROUND T - T - T - I - - - -COMMUNICATIONS VAULT.ROUTE ALL - - T - �T _ T T T T T COMMUNICATIONS CONDUITS(CENTURY LINK ® I ®I I � 41 LF OF 4"S.D.@ 1.67% TO HAVE SEPARATE PEDESTAL)FROM VAULT T r r - tee\ ell N 30 INSTALL 8' PVC C900 WATERLINE (MIN. 4 FEET COVER ON MAINLINE) �FFE 2580.25� TO BUILDING+(2)2"SPARE CONDUITS //Ibl�m�e ®� I O SDCO 04 v I10, RIM:2580.06 \\ I �e jl ��e p�� 31 INSTALL 6" GATE VALVE SDCO-02 INV IN:2575.94 6"(E) 54 °� INV:2576.75 4" v II e RIM:2580.16 INV OUT:2575.94 6"(W) INV IN:2576.07 4"(N) 17LF OF 4"S.D.@ 2.00% II® o II r \ INV OUT:2575.90 6"(S) s 94LF OF 6"S.D.@ 0.51% w SDCO 03 \ ®I II I _ *STANDARD 2"WATER METER& SERVICE PER CITY OF MERIDIAN ° 54 41 55 RIM:2580.03 it I ego OSTANDARD DETAIL W4 23LF OF 6"S.D. 0.50/o .27 INV:2575.25 4" mm @ _ INV IN:2576.42 4"(N) II 16LF OF 6" Is.D.@ 0.50% os INV OUT:2576.42 6"(W) I ; alu7%r%re 11 �I ;II 33 INSTALL 6" PVC C900 FIRELINE 50 s s 26 - sDco 01 39° 'iliA � I I °I RIM:2579.99, °I 76 80 F O 5.6p LF F 6" FL III 34 INSTALL 8" 90° BEND W/THRUST BLOCK PER ISPWC INV IN:2575.82 6"(N) 44 30 I\ lp INV OUT:2575.65 8"INV IN:2575.82 6"(S) 2,W 2 8 I I, \\ „ I \ 35 INSTALL 8"JURISDICTIONAL GATE VALVE I 19.58 LF OF 2 SL s8�� L_ 3 LF OF 8 WL IA. ��''4�' , ° O I I � 76.57 LF OF 2" SL 41 pc 32 =� \/'� � 1 I 1 43 22.15 LF OF 8"WL I I o A-, I CONNECT TO EXISTING 12"WATER STUB AND INSTALL 12"45° BEND `SS STA: /, I�II�\) _i 36 � \ �° I � W/THRUST BLOCK 00 72ILL �2 28 30 ssco-06 �I I N O -9Q� RIM:2579.04 I ° \ INV IN:2572.67 4"(NW) I 1 I 37 EXISTING WATER LINE INV OUT:2572.50 6"(S) I m \I I I CB-02 78 39 ��III STUB FOR FUTURE CONNECTION. INSTALL TEMPORARY BLOW OFF RIM:2577.42 „ 17.49 LF OF 8"WL �j/\ 9 o I I I *PER CITY OF MERIDIAN STANDARD DETAIL W13 INV IN:2574.42 8"(N) 29 I �II� Uj INV OUT:2574.26 10"(SE) 59LF OF 10"S.D.@ 0.50% I 30 41 11 „ I 40 INSTALL 12 X8 REDUCER STUB WATERLINE AT PROPERTY LINE I I I. 57 56.73 LF OF 8"WL I ®I WITH BLOW OFF.IF NEIGHBORING 1 80 ' POTABLE/NON-POTABLE CROSSING - MAINTAIN 18"VERTICAL WATERLINE CONSTRUCTED CONNECT TO \��II'I r/?/ \pill j 1 o 41 SEPARATION - SEE WATER NOTES 2 AND 3, SHEET C1002 EXISTING WATERLINE.COORDINATE WITH B I \\ 1 LL mu NEIGHBORING PROPERTY PRIOR TO 39 o s, s ° 114 LF OF 6"S.S.@ 3.00% !//\\� a CONSTRUCTION. I - 41 28 I 11 II 1 (�E IDIAN, 42 INSTALL 8" 22.5° BEND W/THRUST BLOCK PER ISPWC W w O DAHO W W W W W, „W 8„ I �I�II/off / 43 INSTALL 8"45° BEND W/THRUST BLOCK PER ISPWC 29 108.72 LF OF 8"WL 34.42 LF OF 8' _ �40 36 o I 37 4.86 LF OF W STA:2+33.54 7g II I O 30 4 .43 F OF 8"WL SSMH-03 54.70 LF OF 8�W o + w w I 79LF OF 10" 30 RIM:2577.69 INV:2568.54 6" 74 75 44 INSTALL 6" FIRE LINE (8"x8"x6" TEE WITH 6" GATE VALVE) W S D @ 0.50% 55 1 79 STA:0+00.00 WATERLINE BY OTHERS o SD I INV IN:2569.09 6"(N) / V O EX-SSMH-1880 CB-01 51 SDCO-05 I INV IN:2569.09 6"(S) 37 LF OF 6"S.S.@ 2.00%-\ T �/ 28 I LL IRIM:2578.08 RIM:2576.83 INV IN:2569.09 6"(W) Ex.6"S.S. EX INV IN:2566.48 8"(W) O REMOVE AND SALVAGE TEMPORARY HYDRANT AND CONNECT TO � I RIM:2577.98 s 30 ss I. INV IN: :257 . 10"(NW) INV IN:2573.56 10"(W) 10' INV OUT:2568.92 8"(E) 28 29 41 43 '8� I`. 45 EXISTING 8" WATER STUB INV OUT:2573.96 10"(E) 41 a 3y°"STA:0+22.59 INV OUT:2573.56 10"(S) 29 28 A 30 30 SSMH-01 ii z I I _ RIM:2578.16 I 78 80 AA.,8 in / 73 I INV IN:2566.69 8"(SW) w b ~ EX INV OUT:2566.59 8" 3 .0- 42 LF OF 8"S.S.@ 1.00% STORM DRAIN KEYNOTES � ob; I I � I 11-1 74 41 � 172 LF OF 8"S.S.@ 1.01% STA:0+64.10 sobrien U INV:2569.73 6" SSMH-02 0 3$ CF RIM:2578.30 I Jun 04 2020 51 INSTALL STORM DRAIN CATCH BASIN TYPE 1 PER ISPWC SD-601 Z 3 � I 32 LF OF 6"S.S.@ 2.00% '39 29 SDCO-07 80 73 74 INV IN:2567.21 8"(W) I Q I I I I 42.01 LF OF 8"WL 41 RIM:2578.11 39 INV OUT:2567.11 8"(NE) I 28 55 INV IN:2574.45 8"(E) s s 52 INSTALL SAND & GREASE TRAP. SEE DETAIL C0004. Z o INV OUT:2574.45 8"(S) 51 1 l 101LFOF10"S.D.@0.78/0 ° as 78 ,I'11II%� a 37 (��) I ( ) 0 �_ 0 40 LF OF 6"S.S.@ 1.00/0-Ni 28 LF OF 6"S.S.@ 2.00% m - I CB-07 I ( 1) _ 80 B ° ,!�'/��\ RIM:2578.03 I 53 INFILTRATION TRENCH SEEPAGE BED DA-1. SEE DETAIL C0004. 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Q /jam/ /jam L / �� LU STORM STORM VARIES � �jV�� X CD DRAW DRAIN - O O O O O O O O O O O O O O O O O GROUND WATER (W) � \ OBSERVATION WELL #1 i��i ii��i 0 5' ��i i��i IN-SITU OR NATIVE Ln190MIN. iX COMPACTED SOILS 150 GAL " SAND/GREASE TRAP �j� PER PAVEMENT (BOISE VAULT OR �� Tom" REQUIREMENTS SEE APPROVED EQUAL PLANS WITH BAFFLES) *PROVIDE WATER-TIGHT SAND LAYER TO =III III SEALS PIPE LAYOUT PER PLAN FREE DRAINAGE MATERIAL EXTEND BOTTOM OF SAND FILTER SEEPAGE BED 20, (18" MIN.) III III III III III 3.0' III III III III MIN. OF 2' INTO FREE DRAINING SOILS GROUND WATER ASTM C-33 SAND -III- IIIIII-III III MIN. I - III -IIIIIIIII (- PLAN VIEW OBSERVATION WELL #2 -III III III III SEASONAL HIGH GROUNDWATER (SHGWE) CONTT. 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 CORRUGATED PIPE 5 5 EACH. SHALL VERIFY AL MATERIALS LOCATION AND SIZE. CO PROVIDE GRADE RINGS 0% 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. FG OF 3' CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF o ( ) \ \ \ VT�TT TT�y��y��y�T GROUND WATER IS ENCOUNTERED WITHIN 3' OF THE BOTTOM OF ANY RIM=A �/�//�/,�/, // //�//�//�//�//�//�//�//�//�//� �//�//�//�//�//�//�//�//�//�/ �//�//�//�//�//�j D ° TjTjAjTjTjTjAjAjAj��j��j INFILTRATION FACILITY. VV \ V��V��V��V��V��V��V��V��V��V��V��\ rn Z/A�j/A�j w - A � � � � \> � � ��j��j��j��j��j��j��j ��;��;: 3. CONTRACTOR SHALL ALLOW THE OWNERS GEOTECHNICAL ENGINEER TO • Q- � � � � � � � � � /� ��i' TEST THE PERCOLATION RATE AT EACH OF THE SEEPAGE BEDS PRIOR TO � o \ AAAAAAAATj/ATj/A//A ��j��j��j��j��j��j��j ��j��j��-III= ��/�� INSTALLATION. BEDS WILL BE RE-DESIGNED (BY PROJECT ENGINEER) TO Lj N ��%%%%%%%%%%%%% ��%%%%%% %%i MATCH THE PERCOLATION RATE IF THE VALUE IS LESS THAN THE LISTED o TOP OF SYSTEM (T) T � � �� X� �� TOP OF PIPE PERCOLATION RATE. A - O O O O O O O O O O O O O O O O O _ » » 3-FT \N INV. OUT D = � 1 .5 -2 WASHED 4. CONTRACTOR TO EXCAVATE 3 FT BELOW DRAIN ROCK TO ENSURE THERE IS NO GROUND Q \N� zo DRAIN ROCK WATER PRESENT. 5. DRAINAGE CONTRACTOR SHALL INSTALL 4 SCH 80 WATER CLASS PIPE CONDUITS (AS NEEDED) THROUGH THE F�gp TS II III IIII F 1 III- VARIES SEEPAGE BEDS FOR WATER SERVICES, UNDERGROUND POWER LINES, GAS LINES, AND TELEPHONE LINES.. �\ 12 SOLID WALL PVC D 3034 PIPE (D) THE PRECISE LOCATION, DEPTH, AND SIZE SHALL BE DETERMINED AT THE PRE-CONSTRUCTION CONFERENCE OR BY THE ENGINEER. n� EXTENDED 5'' INTO DRAIN ROCK . A A III II II II LU PROFILE VIEW III- BOTTOM OF ROCK (B) = I III II II 3 SEEPAGE BED TYPICAL CROSS SECTION III � � C0001 SCALE: NOT TO SCALE z - 18" MIN. DEPTH Lij BOTTOM OF - T IASTM C-33 SAND SAND (BS) 01 III III III III III III III MIN.-III 1 .0' MINJLL U EXCAVATE MIN. 2 INTO FREE -III III III-III 0 DRAINING SANDS AND GRAVEL - III 1 III-III;IIIIII III (TYP.) SEE NOTE 4 SEASONAL HIGH GROUNDWATER SHGWE FOOTPLATE METAL CAP WITH LOCK Z 00 0 FINISH SURFACE Q U PROFILE VIEW =iTi iTi / /V 1-Tff ifi Z 0 / °° \ VA A/ Q \° E co TOPSOIL OR Z � AGGREGATE LU O S&G TRAP SCHEDULE INFILTRATION TRENCH SCHEDULE Y ° W S&G BAFFLEPP -i � V BOTTOM VOLUME SAND SAND SAND iii�iii ° iilili S&G TRAP BAFFLE INV OUT TOP LENGTH WIDTH DEPTH BOTTOM GROUND VOLUME iii -i TRAP RIM A INV IN B WEIR C2 SPACING SEEPAGE FINISH GRADE SAND INF RATE REQUIRED LENS LENS LENS -iTi i= & TRENCH SIZE C1 D TS SYSTEM L W D ROCK WATER SOILS s PROVIDED -- BED (FG) (T) (FT) (FT) (FT) (B) (18" MIN.) (SHGWE (IN HR) (FT ) (FT s) LENGTH WIDTH DEPTH ° SG-01 1500 2578.00 2572.35 2572.15 2571.65 2572.00 20° (BS) (100YR)+15% (FT) (F) (F) FILTER ii� �ii! S\pNAL F � 1 2578.29 2577.29 64.00 30.00 9.00 2568.29 2566.79 N/A 8.00 POORLY 6880 6880 64.00 30.00 1.50 FABRIC ii °°° ° ii Ili GROUND WATER OBSERVATION o`� �G�S rFRF GRADED ii ° o00 ° iiiii WELL �5.19.2020 GRAVEL90 NOTES: W/SAND N UNDISTURBED �I� 1 ° rill -AC P 13073 -1 ° I\ p TF OF \9 0 MATERIAL ", o° o° ,!iii e SUNDE��"P 1 . CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION AND -iTi Ti- SHALL VERIFY ALL MATERIAL LOCATIONS AND SIZES. NOTES: i� Iiiil i i- 1 . DRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPE CONDUITS THROUGH SEEPAGE TRENCHES FOR WATER SERVICES, UNDERGROUND POWER LINES, GAS LINES AND TELEPHONE LINES. SEWER SERVICES SHALL BE PLACED Ii- ° ° illi © 2019 ALL RIGHTS RESERVED IN 6" DIA. SCH 80 PIPE THROUGH SEEPAGE TRENCHES. THE PRECISE LOCATION, DEPTH AND SIZE SHALL BE DETERMINED IIII iiii 1 OIL & SAND SEPARATOR DETAIL AT THE PRECONSTRUCTION CONFERENCE OR BY THE ENGINEER. IIII ° ° ° iM FOR PERMIT C0001 SCALE: NOT TO SCALE 2. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF SEEPAGE TRENCHES TO PROVIDE 3' MIN. CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE SEEPAGE TRENCH. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. _I PIPE EXPOSED TO DRAINAGE 5.19.2020 3. ALL MONITORING WELLS TO HAVE CONCRETE APRON POURED AROUND CAP. SAND TO BE WRAPPED WITH DRAWN BY I SICKLES CHECKED BY I SUNDERLAGE 4. CONTRACTOR TO EXCAVATE TO DEPTH RECOMMENDED IN GEOTECHNICAL REPORT, & BACKFILL IN COMPLIANCE WITH GEOTEXTILE, TYPE I REVISIONS GEOTECHNICAL REPORT RECOMMENDATIONS. SEE MTI GEOTECHNICAL REPORT B170608G DATED MAY 19, 2019. FOOTPLATE (ISPWC SECTION 2060) 5. LIMESTONE BASED GRAVEL WILL NOT BE ACCEPTED. �E IDIAN�-- NOTE: 6. WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER, CONTRACTOR OBSERVATION WELLS SHALL BE CONSTRUCTED TO THEDEPTH SHOWN ON THE TRENCH PROFILE DETAIL. MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 7. BOTTOM OF SAND LAYER IS MINIMUM EXCAVATION. 4 MONITOR WELL DETAIL 2 INFILTRATION TRENCH DETAIL cuool SCALE: NOT TO SCALE C0001 SCALE: NOT TO SCALE UTILITY DETAILS sobrien Jun 042020 CU004 1111. .1J�RR�fPIWI��Ifk\V�11�8®11ffi7im11 �5�(AA nmaumit-Ullx�nk( I j it @P2(/JP@iV�J7 �Ih�tIFl Ydm lnuatfrarm@ar�ai�VPIII V®11ffi7®11 aw W1minTVf IRILUNF9lmys Co i �� S\ BS \ \�S _ ��J_ � is \ / /�_ ® ®® \�I �% % \ �•�II'�//%' i\ // \,,Ilq//� I \\. IIRI/a�\ ® �� ®I v _ S \ ��- ��j l\A V lam// A /l\A`�w��1 A\V /; II L^ — — — — l ® ®® ® % \may'� I�� \�®� �� 1\i11��\l�j I_ �_® ® I® I ¢ P. 0 C P P PI - -�� , LEGEND. _ _ _ _ 'r �I lli� o® I� APPROXIMATE QUANTITY SUMMARY Cush I I I w � �•�rt =✓_ �`—✓— /G DII�` / '�_ - - - 9582 ®_ - v �`��Il�rj® I SF SF SILT FENCE SEE DETAIL THIS SHEET _ _ �/� LINEAR FIBER ROLL s �'•® = \/ o T - T - —T I T — r - - - -T — rl0000 r ' —\\,� ®I I 9 IIII II�I� — — PROPERTY BOUNDARY / \$ SILT FENCE 1,000 LF - _ �T+ _ T �T ®A �VA�� e r re l CONSTRUCTION FENCE - - - 2581- - - - / / � � r VA�z�m �� II� p � �\�\J1� � 6 \ // \ \ I EARTH DIKE&DRAINAGE LOD LOD LIMITS OF DISTURBANCE W \ - - - - -2580 - - - - / \ m I �G �4 SWALE PROPOSED BUILDING -25�s-_ I II v' 5376 SF w - - - - - 2581 - - v� I® I e ,IIII re, r N E T O _ l RIP RAP DIRECTION OF EXISTING OVERLAND FLOW Cushingterrell.COrrl t '_` 0 30' 60' HYDROSEEDING 800.757.9522 ®�®j STABILIZED CONSTRUCTION INLET PROTECTION SEE DETAIL THIS SHEET �I SCALE:V=30' ENTRANCE 2 EA tltl--__ 4/,� II i wl 1 O O 7 I I = STABILIZED STAGING AREA PORTABLE TOILET CONTAINMENT HORROCKS LVAS % - r 1 �II•II� \ %II�II�\�\ %lIiItlV\ CONCRETE WASH OUT 1 EA E N G I N E E R S I I I I . A I SEDIMENT BASIN ® JOBSITE DUMPSTER i IIw w 1 rn A A I �\ WHEEL WASH 2 EA „••••. J � �s� I\ III,rr \\ P INLET PROTECTION 6 EA CONCRETE WASHOUT AREA CHECK DAM 9 LIMITS OF DISTURBANCE ±1.5 AC STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL o THIS SHEET I PROJECT ACRES ±1.5 AC � I I -I -I o L. I I J I I s � _� A �I I0 �II t \ a Ij � II Wn p I III \ "�1i,' 11 111 KEY NOTES: w w w w l W �� I 3 v ��s�a �I �I � I v� II I '"' TEMPORARY SEDIMENT FENCE, PER DETAIL IDEQ BMP 36 \� ��I = ;/� � EROSION AND SEDIMENT CONRTOL NOTES: I r ,, — ` �2 CONCRETE TRUCK WASHOUT PER IDEQ BMP 13 1) BMP NEEDS FOR STORM WATER RUNOFF FOR A r�� w w — w I I PARTICULAR AREA WILL BE DETERMINED WHEN A LOD p, `/ ®0 /i -1 �� = I �3 WHEEL WASH PER IDEA BMP 11 NEW STRUCTURE IS PROPOSED FOR // CONSTRUCTION. III Fp J a0, a0, 2,''\ 'IIII 1°~ I ss L I SS TEMPORARY CONSTRUCTION ENTRANCE IDEQ BMP 5 2) IT IS NOT INTENDED FOR THE SITE TO RECEIVE p 0 17 I ANY ONCOMING FLOW FROM OUTSIDE SOURCES -' � INLET PROTECTION NOT CONTAINED IN EXISTING FLOW STRUCTURES. 3) FIELD MARK LIMITS OF DISTURBANCE FOR DUMPSTER & CONSTRUCTION DEBRIS APPROVAL BY LOCAL AUTHORITY AND OBTAIN O 3 4 APPROPRIATE STORM WATER MANAGEMENT PORTABLE TOILET PER IDEQ BMP 14 PERMIT. o 4) INSTALL SILT FENCE AND/OR ENVIRONMENTAL LL O I I 3 I FENCE AROUND PERIMETER OF PROJECT AS INDICATED ON THIS PLAN SHEET. �!i11 I� / V�''Il � v Cr 5) INSTALL SEDIMENT CONTROL MEASURES \ \ INDICATED IN ALL EXISTING STORM DRAIN INLETS Uj EROSION AND SEDIMENT CONTROL ADJACENT TO THE CONSTRUCTION SITE. ® � . 6) CONTRACTOR WILL BEGIN DEMOLITION, GRADING, I 0 �� IIt. I I I CONSTRUCTION NOTES EXCAVATION, AND CONSTRUCTING SITE UTILITY p fi _j II ® / �, � IMPROVEMENTS AS NEW DRAINAGE ELEMENTS O� Ilrq I I I c O ADDITIONAL SILT FENCE SHALL BE INSTALLED TO ARE COMPLETED, CONSTRUCT SEDIMENT V I I I \ PROTECT THE RIGHT-OF-WAY IF EXCAVATION PROTECTION AT ALL NEW INLETS. ACTIVITIES IMPACT EXISTING CONDITIONS WHICH I . Jhrj 7 AREAS DISTURBED BY CONSTRUCTION ACTIVITIES COULD ALLOW STORMWATER RUNOFF TO CARRY ) WILL BE STABILIZED WITH NATIVE GRASS - ' �� I I® I G,%Ilj I I 4\ SEDIMENT INTO THE RIGHT-OF-WAY. MATERIAL OUTSIDE THE STREET RIGHT OF WAY \ TI I I rillbul � e� AND PAVEMENT AREAS OF PARKING AND 5 0 I n O INSTALL TEMPORARY INLET PROTECTION AT STORM Uj � \ 2 DRIVEWAY AREAS. SITE STABILIZATION OF AREAS DRAIN INLETS, 2 BAGS HIGH PER IDEQ BMP31. ALL DISTURBED BY CONSTRUCTION ACTIVITIES TO BE .� p I l e\i \ SILT TO BE REMOVED REGULARLY COMPLETED WITHIN THE NUMBER OF DAYS �Ivv Cn �v Iv i \ (1) 0 -n OUTLINED OF FINISHING AN AREA TO THE FINAL \Illlllyl \\IIN �� \ STABILIZED CONSTRUCTION ENTRANCE PER IDEA z �V/ 3 LINES AND GRADES INDICATED ON THE GRADING BMP 37-39 AT ENTRANCES AS SHOWN. PLAN. L.L. „\ \ 8) LANDSCAPE ESTABLISHMENT, REMOVE li \ \ u , o\\\ \� \ O CONSTRUCT SILT FENCE/PRESERVATION PER IDEA TEMPORARY MEASURES AND CLEAN STORM U) p \ I \\I I \ �\ BMP 63 68 DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO O PROJECT OWNER. U �/ Y W - \ \ 9) DISCHARGE FROM THE SITE WILL BE DISAPPATED Z � ®� v � � � THROUGH OVERLAND SHEET FLOW AND IN A - - - -2576- - _ _ _ / TEMPORARY INFILTRATION BASIN. 10) THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL BMPS THAT ARE O O NEEDED WILL BE DETERMINED DURING REGULAR 2 AS NOTE: SEE LANDSCAPE PLAN FOR FINAL STABILIZATION. INSPECTIONS AND INSTALLED ACCORDING TO Q U \ v SPECIFICATIONS. \ 11) COORDINATE TIMING OF SWPPP WITH MOB v CONTRACTORS. - - r — T — T _� _ _ — r r w , h'luA� rs A DISTURBED AREA = 1.67 ACRES 0 (� wq�lpll/a� / NOTES 'Z ,� t'�'� w w RV v Z\ ®� v 6av A s I I I I j6''M - ' I � � �f�� \\ // \�I /i \ �� r A \ W O P _ P _ P — P P _� P _ P r_ 3 II 4 /uli,uvA�`` VAIIII% v A'� A �V 1. CONTRACTOR SHALL PROTECT CONSTRUCTION U a �_ \ \ �� R ®- -'j/ �� II s r I \ FENCE AT ALL TIMES DURING CONSTRUCTION. IF AT / \ ANY TIME THE FENCE NEEDS TO BE REMOVED OR Raw l:�w +R. _ LOD LOD /�_ \\ \ ADJUSTED, A TEMPORARY PROTECTIVE MEASURE ONAL J TO ENSURE PEDESTRIAN SAFETY AROUND THE SITE IS INSTALLED. FENCE OR EQUAL SHALL BE oF�SSG\STF�Gay REPLACED DURING ALL TIMES OF OUTSIDE OF t� F F CONSTRUCTION HOURS. 5.19.2020 F� BMP:Concrete Waste Management '►i NOTES: 2. CONTRACTOR SHALL COMPLY WITH IDAHO STATE U'� 13073 1. LOCATE PORTABLE TOILETS IN CONVENIENT DEQ REQUIREMENTS FOR DUST SUPPRESSION G� LOCATIONS THROUGHOUT THE SITE. DURING CONSTRUCTION WHICH INCLUDES Oe TF OF o PQ OBJECTIVES ��SQO\� s0'M/N* IMPLEMENTATION OF "REASONABLE PRACTICES" TO `SUNDE�� ifa[oxrrw"�[HI P G� 2. PREPARE LEVEL GRAVEL SURFACE & PROVIDE MINIMIZE AIR BORN CONTAMINATES FROM SITE. rh 6rNY ,L ryaouxo • WiGusekeepingl3ra�fices �G Q PG €ocoresafr,om rleores7 • Contain Waste CLEAR ACCESS TO THE TOILETS FOR SERVICING MAY REQUIRE WATER SUPPRESSION, MISTING zlro'noae hr�a- idli.nomze Disturbed Areas • Stabtf¢eIaiaurbedAreas PQP ® & FOR ON-SITE PERSONNEL. SCRUBBERS, ETC.) ALL RIGHTS RESERVED • Protect MopeVChannels © 2019 • ContraW Site Pedmeter 3. CONSTRUCT EARTH BERM PERIMETER SEE �o • ControllntemolJ7asion ( 3. ALL OFF-HAUL OF MATERIAL SHALL BE FOR PERMIT EARTH BERM BARRIER INFORMATION SHEET) ACCOMPLISHED THROUGH A SUBMITTED TRAFFIC CONTROL FOR SPILL PROTECTION LEAK (OR CONTROL PLAN ALLOWING LOADING AND PROVIDE SECONDARY CONTAINMENT, I.E. DRIP UNLOADING OF VEHICLES IN TRAVEL WAYS. PLAN Neentorte �3 PANS). SHALL BE APPROVED BY CITY OF MERIDIAN AND Prevent or reduce the discharge of pollutants to storm water cram concrete waste s� bycor.duciingwoshoutoff-site,perfcrmingonsrtewashoutIna designated aiea. 'IS RADIUS = 25' MIN. CCDC PRIOR TO DEMOLITION. 5.19.2020 and trairengemptoyees and subcontractars. \�\\ DRAWN BY I SICKLES u..I 3.r,r��sa..�u.Iv L,rxr / J4PPlICATION3: 1\.d1YIIsiLlnCnelh..d"r `y�� 50' LONG BY 20' WIDE �I\��F E1'S CHECKED BY SUNDERLAGE .um r,��.n,_a.n wam an 7}�stechniqueisapplicacietoalltypesofsites. ''"yA "A.—I" O O GG� 4. TRASH BINS SHALL BE PROVIDED FOR PLACEMENT 3-6" CLEAN ROCK, P� (� S�F REVISIONS \�\O �S OF CONSTRUCTION DEBRIS REQUIRE GOVERNINGEOTEXTI RETFABR C TO 1NsTAuATioWAPPLICATFCM CRITERIA: w w aox Y MAY Stors dry and wet mote7idsundercgver,away from dralnageareus. rr•,„.� PREVENT SUB-SOIL PUMPING. P 5. CONTRACTOR SHALL SWEEP CLEAN ANY DEBRIS OR Avoid rnbang excess amounts of fresh concrete car cement on-site. 51 re.•�I:r IN IT n I5 I.4.mmhi MLA fi Txwn Perform washout of concrete trucksatf-site or indeugnated areas only. w•.v.�.n.m •lI%. 13A SEDIMENT FROM ALL PUBLIC HARDSCAPES Do not wash out concrete trunks into storm drains,open ditches,streets,or °�'iL...i...•i r x..i.r al.vn s71 ' •I.v..r..Rinilrwl-M4LYJa SIDEWALK, ROADWAY FOLLOWING ANY • streams. SUBGRADE REINFORCEMENT 8.. GRAVEL PAD ( ) ❑❑Do not allow excess cancretetcae dumped on-site.except in designated GEOTEXTILE, AS REQUIRED MIN. SIGNIFICANT SPILLING OR TRACKING AND AT A When washing cortarete to remove fine particles and expose the aggregate. TARGETED 1`0LLvrvm DEPTH MINIMUM AT THE END OF EACH CONSTRUCTION DAY. avcid creating runoff by draining the water within a bermed or Level area. [See Earth Berm Barrier information sheet-J ■sign Impact Tiarn employees and subcontractars in omper concrete waste rrranagemeW. tl.,m __`c- 6. ALL HAZARDOUS MATERIAL THAT IS TO BE LtmrmnoNS. rw opt yawn Impact TRANSPORTED SHALL BE LOADED OR UNLOADED IN Off-ite washout ofconcre�tewc_tes may notalwaysbeoossible. amen. PORTABLE TOILET DETAIL A CONTAINED AREA THAT IS CAPABLE OF rr c Vl RESTRICTING CONTAMINATION OF SURROUNDING r,tiAWHT€HANCE: • TaJoc hl¢teLaoh InspectsUbcontroc#orsioensureihatconcretewasteswebeirgpropery ollsareose 1. USE 2 STAKES PER BAG. STAKES MAY BE OMITTED IF BAGS ARE PLACED ON PAVEMENT SURFACE. AREAS. MITIGATION PLAN SHALL BE PROVIDED FOR managed. Roatabe IAUM IJS If usrrlg o temporary pit,dispose hardened concrete on a regulor basis. o�wm e ImP€EMEmAnoNREQUIREMENS 2. OVERLAP ALL BAG JOINTS 6". ALL POTENTIALLY HAZARDOUS MATERIAL SPILLS. EROSION & SEDIMENT OLIACO-- 7. SOME EROSION CONTROL MEASURES HAVE BEEN CONTROL PLAN �$ �� 3. AREA DRAIN MAY BE SUBSTITUTED FOR PREFABRICATED FILTER INSERT WHERE APPROVED BY ENGINEER.rraintanonce ESTABLISHED DURING EARLY DEMOLITION WORK. • T-ing CONTRACTOR SHALL TAKE RESPONSIBILITY OF ALL ■ z, Mom;"m N EROSION CONTROL INCLUDING THE EXISTING MEASURES. CPOO 1 1U2zA9W12PlOWI 11 "11=9,,,11049704MEWAIParamilgat-IIfte tCareWroje¢ @12CAM20 SWWFi�4��Mut�ltl®m� in�uPL \ul®nffi�®n �_ ®tY LLIPLI317Fy1. J J � D � O oc t� Z C� BAFR 'o greg@baerdg.com US HWY 20126 Ph. 208.859.1980 EP PLANT SCHEDULE DECIDUOUS TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS 21 Fraxinus pennsylvanica `Cimmzam` TM 2" CAL. B&B 50`X30` Class II E Cimmaron Ash P - P - P - P - - P � 5.19.2020 ' P EVERGREEN TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS LA16848 � \ 1 -EM g_Hq .• 12 Pinus nigra `Frank` 6`-8` B&B 10`x4` ��i��NDscN? 0 9-HO 6-Ls T r T + Dwarf Columnar Austrian Pine 0 O FLOWERING TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW CLASS o RECEPTACLE/ASH URN-\ 0 LOCATION 3 Pyrus calleryana `Capital` 2" CAL. B&B 35`X15` Class I O Pf2-5 Capital Flowering Pear �_0CG-4 7-H'J6 4-PH HO • s• oA ENCH s • s • s 1 ` • • LOCATION SHRUBS QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW s p IKE RACK LOCATION + 4 Chamaecyparis pisifera `Golden Mop` 2 GAL. 3`X3` (2 STALLS) EM a Golden Mop Threadleaf False Cypress • 3�-SG I I I-AHs2- 31 Euonymus fortunei `Moonshadow` TM 2 GAL. 3`X5` 6-Hs2 r 0 Moonshadow Euonymus 1 -EM 72' 2 TREES REQ. 8 Hydrangea arborescens `Abetwo` 5 GAL. 4`X4` 2 TREES PROVIDED Incrediball Hydrangea ® ^, 2-PC 8 Hs s2 8 I 7 Hydrangea paniculato `Jane` 5 GAL. 4`X4` �--' W D 4 SG SG 4 O Little Lime Hydrangea L ,d 1 EM EM 1 0 Z 20 Juniperus Scopulorum `Blue Arrow` 6`-8` B&B 12`X3` 0 U JN O O 11 Blue Arrow Juniper O 7 Ligularia stenocephala `Little Rocket` 2 GAL. 3`X4` Q C Little Rocket Ligularia W ' L 1• f. . TRASH ENCLOSURE, UTILITY BOXES- PER ARCHITECT r 44 Spiraea x bumalda `Goldflame` 2 GAL. 3`X3` C 20 JB CK 19 Goldflame Spirea <O^ O 8 Fa2 Fat 2 O p ANNUALS/PERENNIALS QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW —2-EN/ SM 3 OJ 15 Hemerocallis x `Stella de Oro` 1 GAL. 1 `X2` Stella de Oro Daylily 82 Hemerocallis x `Strawberry Candy` TM 1 GAL. 1 .5`X15 Op Strawberry Candy Daylily v 10 Hosta x `Fire and Ice` 1 GAL. 1 `X2` 20'X10' DRIVEWAY Plantain Lily Cz PL PLI,r-,1r_PL PL CLEAR VISION PL 0 �5 FSG-2 TRIANGLE GRASSES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE HXW EM I i PH 1 Hs2-3 3 p 19 Calamagrostis x acutiflora `Karl Foerster` 1 GAL. 4`X2` ' �O Feather Reed Grass Fat 2 00•�� J Hs2-8 O+ + •; 1.• p 13 Panicum virgatum `Heavy Metal` 1 GAL. 4`X2` Blue Switch Grass s GROUND COVERS QTY BOTANICAL / COMMON NAME s. � •f I 5,259 sf Turf Sod Rhizomatous Rhizomatous Tall Fescue s 1 BEM EM-1 LANDSCAPE MATERIALS Cz DEVELOPER LANDSCAPE ARCHITECT 2 SG Fa2-1 3 Hs2 SG-2' s2-3 LANDSCAPE RECEPTACLE/ASH BVA DEVELOPMENT, LLC. BAER DESIGN GROUP, LLC. BOULDER (2'-4'), ® URN, SEE DETAIL 2775 W. NAVIGATOR DR. 10674 N. SAGE HOLLOW WAY �^I�, SEE DETAIL 5/L1.1 6/L1.1 SUITE 220 BOISE, IDAHO 83704 W MERIDIAN, IDAHO 83642 CONTACT: JOSH RENNAKER CZ 0- 6 1 BENCH, BIKE RACK, SEE PHONE: 208-616-1050 208-867-5983 ._ CZ P PL © SEE DETAIL 2/L1.1 _ CIVIL PLAN FOR (� DETAIL L T Sc 4 1 ♦ LANDSCAPE LEGEND Hs2 8 EM-3- s EM 7 + + 0 o2-1 STREETSCAPE/FUTURE SG-Hs2-3A PAD SITE BY O s OTHERS �--+ 2EM 1 TREE REQ. LANDSCAPE REQUIREMENTS: 4--a//- --SG 1 Fa2 1 TREE PROVIDED + 40'X40' ( , 0. 3Hs2 t Per Meridian City Code; Title 11 UDC. v CLEAR VISION PC' TRIA E AREA REQUIREMENT PROVIDED i _ _ - P STREET TREES N/A O T T ADJOINING USES BUFFER N/A I4s2- R�, RES. SUBDIVISION TREES N/A �_1 / COMMON OPEN SPACE N/A V J - p P � EM-1 COMMO zzzz TREE MN LOTS /MITIGATION NA LO 20'X10' DRIVEWAY / CLEAR VISION TRIANGLE - - — evisions R/W- R W SHORT PLAT LANDSCAPE PLAN o so 60 Project Name: 19044 Scale 1 If = 301 -0" Drawn by. JR Checked by. JR Date: 5.19.2020 Sheet No.: L 1 0 J J � D � O oc t� Z C� BA E R o greg@baerdg.com Ph. 208.859.1980 \\\\\\1 ICI I/////�� 5.19.2020 8„ BARK MULCH AT LA 16848 TURF PLANTER BEDS MARK THE NORTH SIDE OF THE TREE THEHTRUEE MUST BIS LAN EDATUTHE TOP CH THAT ��i��ADScNvFLAR IN THE NURSERY, AND ROTATE TREE III ��IIIII\� TO FACE NORTH AT THE SITE WHEN EVER OF THE ROOT BALL. TREES WHERE THE TRUNK l III 11=III 4��=11175• POSSIBLE. FLARE IS NOT VISIBLE SHALL BE REJECTED. I I'I II I I II I II 11= -_- DO NOT COVER THE TOP OF THE ROOT , I-III III- BALL WITH SOIL. 1-III=III III''-'I -III -III-30•-III=11 -III„IIII 11 I I-III-�I' I I I�rt 1.1 TOPSOIL FINISH GRADE -III.;,IIII�IIIIIil�lll= ��l-ll^= GENERAL LANDSCAPE NOTES - AGENCY SUBMITTAL SET TOP OF ROOT BALL 1"-2" HIGHER ENSURE POSITIVE DRAINAGE AWAY FROM TREE CUT EDGE O 1 . CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND THAN ADJACENT GRADE IN LOAMY TRUNK NND ROOT BALL. DO NOT INSTALL EDGING DETAILcz OVERHEAD UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO SOILS AND 2"-3" HIGHER THAN - CONSTRUCTION. CONTACT DIG LINE, INC. ® 1 .800.342.1885. PROVIDE ADJACENT GRADE IN CLAY SOILS. „ 4 ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED 8 REMOVE ALL TWINE, ROPE AND WIRE, AND NTS TO REMAIN. REPAIR UTILITIES DAMAGED DURING SITE WORK OPERATIONS 3" DEPTH MULCH. DO NOT PLACE BURLAP FROM TOP HALF OF ROOT BALL AT CONTRACTOR'S EXPENSE. MULCH IN CONTACT WITH TREE TRUNK. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN THE ROOT BALL, CUT THE WIRE BASKET IN FOUR STANDARDS FOR TYPE AND SIZE SHOWN. TAMP SOIL AROUND ROOT BALL PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. BASE FIRMLY WITH FOOT PRESSURE PLACE ROOT BALL ON UNEXCAVATED 3. ALL TOPSOIL TO BE AMENDED AT A RATIO OF 3 CU. YDS. OF ORGANIC SO THAT ROOT BALL DOES NOT SHIFT. PL TAMPED SOIL. MATTER PER 1000 SQ. FT. ROTO-TILL ORGANIC MATER INTO THE TOP 6 INCHES OF TOPSOIL. NOTES: 1. DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN AND W 4. ALL SHRUB BEDS SHALL HAVE A MIN 12 INCHES OF TOPSOIL, ALL DEAD BRANCHES. DO NOT PRUNE TERMINAL BUDS OF BRANCHES EXTENDING TO THE CROWN. L PLANTER ISLANDS SHALL HAVE MIN 12" TOPSOIL AND ALL LAWN AREAS 2. WRAP TREE TRUNKS ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. SHALL HAVE MIN 6" TOPSOIL. SPREAD, COMPACT AND FINE GRADE SMOOTHLY TO 3 INCHES BELOW THE SURFACE OF WALKWAYS AND CURBS. 3. STAKE TREES AS NECESSARY. STAKES MUST BE REMOVED WITHIN 12 MONTHS OF PLANTING. FINISH GRADE 3/4- 2/3 5. FINISH GRADES ARE TO BE SMOOTH WITH POSITIVE DRAINAGE IN TREE PLANTING DETAIL unburied MULCH ACCORDANCE WITH THE GRADING PLAN. (z 1 NTS III�IIIII�IIIII� lilllllillll 6. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF 1/4- 1/ III=III III-III-II=III 11=III=1 ROCKS LARGER THAN 2 INCHES , WEEDS, ROOTS, GRASS, OR OTHER buried III-III: ( ) III=1 11=1 11=1 I 11= FOREIGN MATERIAL THAT IS HARMFUL TO PLANT GROWTH. TOPSOIL SHALL - 1=III=III=III=III= HAVE A PH OF 5.5 TO 7.0. 1 ;, 'hw r' =III=III=III=III=III=III=III=III=III=III=11=III=III=III=III=III=III=1 11=1 I ` r�,��,•,,,� �*, I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11-1 11=1 11-1 11-1 11=1 11=I I 1=1TI=1TI=1 i I- . �"_'� -USE EXISTING SURFACE TOPSOIL FROM SITE. VERIFY 7. WHERE POSSIBLE, RE ; TOPSOIL WILL MEET THE REQUIREMENTS AND AMEND AS NECESSARY. ' IMPORT WHEN EXISTING TOPSOIL QUANTITIES ARE INSUFFICIENT. _ , ,I �"• ` . :fi . V. \r ► -� BOULDER PLACEMENT DETAIL 8. IF IMPORTING TOPSOIL FROM OFFSITE, OBTAIN FROM LOCAL SOURCES t, . 5 � THAT HAVE SIMILAR SOIL CHARACTERISTICS TO THE PROJECT SITE. NEW f • NTS TOPSOIL MUST BE FERTILE, FRIABLE, NATURAL LOAM, REASONABLY FREE *. OF SUBSOIL, CLAY CLUMPS, WEEDS, ROOTS, STONES LARGER THAN 1 INCH. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, cz FERTILITY AND GENERAL TEXTURE. COPIES OF THE TESTING AGENCY'S VO FINDINGS AND RECOMMENDATIONS SHALL BE SUBMITTED TO THE _ LANDSCAPE ARCHITECT. _ 9. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH 3/4" MINUS BLACK - NOTES: AND TAN PERM-BARK ROCK MULCH. INSTALL A PERMEABLE FABRIC WEED . - 1. DUMOR 140 SERIES BENCH. BARRIER UNDER ROCK MULCH. IMPERMEABLE PLASTIC WEED BARRIERS 2. BLACK POWDER COAT FINISH. ARE PROHIBITED. STAPLE ALL EDGES 10' MAX. - 3. INSTALL BY ANCHOR BOLT IN CONCRETE SURFACE AS PER 10. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. MANUFACTURERS RECOMMENDATIONS. 11. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT CONSENT FROM THE BENCH Cn LANDSCAPE ARCHITECT. 2 - NTS NOTES: � 1. DUMOR 148-32SH-FTO `V 12. CONTRACTOR SHALL STAKE ALL TREES NECESSARY TO PREVENT THEM 2. BLACK POWDER COAT FINISH. _111- a FROM BEING BLOWN OVER. 3. INSTALL BY ANCHOR BOLT IN 13. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE CONCRETE SURFACE AS PER Q DATE OF ACCEPTANCE BY OWNER. CONTRACTOR SHALL REPLACE ALL MANUFACTURERS PLANT MATERIAL FOUND DEAD OR UNHEALTHY IMMEDIATELY WITH THE REMOVE DEAD/DAMAGED BRANCHES AND PRUNE RECOMMENDATIONS. CZ W SAME SIZE AND SPECIES AT NO COST TO THE OWNER. INTERNATIONAL SOCIETY OF OF � Q 14. FERTILIZE ALL TREES WITH 'AGRIFORM' PLANTING TABLETS. FOLLOW ARBORICULTURE Cz STANDARDS; IMPROPERLY MANUFACTURER'S RECOMMENDATIONS. PRUNED TREES (AS DETERMINED BY THE PREVAILING WIND DIRECTION 15. CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEAN UP OF ANY LANDSCAPE ARCHITECT) CONSTRUCTION OPERATIONS. _ TOPSOIL OR OTHER DEBRIS ON SITE CREATED FROM LANDSCAPE SHALL BE REMOVED AND RUBBER CINCH TIE REPLACED. GENERAL IRRIGATION NOTES AGENCY SUBMITTAL ENSURE POSITIVE DRAINAGE 2 x 2 x 8 CEDAR STAKE -DO NOT J AWAY FROM TREE TRUNK PENETRATE ROOTBALL. SEE NOTE 1. 1 . ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR AND ROOT BALL. DO NOT SET STAKES PARALLEL TO PREVAILING TRASH RECEPTICLE (WITH ASH PAN) �--� SUBDIVISION PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF COMMON INSTALL EARTHEN SAUCER WIND - (� AREAS SHALL BE VIA THE SUBDIVISION'S PRESSURIZED IRRIGATION TO RETAIN WATER. „ NTS ^ SYSTEM. IRRIGATION OF INDIVIDUAL LOTS AND LANDSCAPING ALONG THE 3 THICK MULCH LAYER, KEEP MULCH 3 L.L FRONTAGE OF PRIVATE LOTS SHALL BE VIA METERED, POTABLE WATER REMOVE BURLAP, TWINE, _ AWAY FROM TRUNK AND THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS. AND WIRE BASKET FROM i TOP 1/2 OF ROOTBALL, 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE REMOVE ALL NAILS, TIES, BACKFILL WITH SOIL PLANTING MIX. O ONE HUNDRED PERCENT (100%) COVERAGE WITH HEAD TO HEAD AND PLASTIC FROM SPACING OR TRIANGULAR SPACING AS APPROPRIATE. ROOTBALL. IF SYNTHETIC - - ♦^ BURLAP IS UTILIZED TO 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED WRAP THE ROOTBALL, IT FINISH GRADE PRECIPITATION RATES WITHIN EACH CONTROL VALVE. SHALL E COMPLETELY REMOVED. ONLY - j 3 MIN. MULCH ,��'� 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER BIODEGRADEABLE BURLAP j. COMMERCIAL SLOW RELEASE FERTILIZER S - SET TOP OF ROOT BALL HIGH WATER DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE SHALL BE LEFT ON THE \\\ \ TABLETS FINISH GRADE '� 2" ABOVE FINISH GRADE ON THE SEPARATE ZONE OR DISTRICT FROM THOSE IRRIGATING TREES, BOTTOM OF THE ROOTBALL SHRUBS, OR OTHER REDUCED WATER DEMAND AREAS. �� V� SET ROOTBALL ON NATIVE UNDISTURBED evisions ROOTBALL DIAMETER SUBSOIL =IIII 2x ;- 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE =II = \��\ \S ;\�\1 \\ = =III= 3x ROOTBALL DIAMETER AMENDED - I=III \\\ \\��\\ \\\\-\ III=III= PLANT PIT WITH OVERSPRAY ONTO IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING AREAS. NOTES: BACKFILL =% \ \' ANGLED SIDES 1TRE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR I IIII IIIIIII=IIII -IIII WARRANTY PERIOD. =1 = -IIII=IIII=III=IIII- FERTILIZER TABLETS Project Name: 19044 2. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. UNDISTURBED SOIL ROOT BALL Drawn by. JR SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 2 x ROOTBALL Checked by. JR 3. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. Date: 5.19.2020 CONIFER TREE DETAIL SHRUB PLANTING DETAIL Sheet No.: 3 NTS � NTS Ll 1