The URL can be used to link to this page

CC - Construction Drawings 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 18 Architecture _ Interiors Marketing I L M Forensics 1r A A H__. 1 901 13th Avenue East,Suite B,West Fargo,ND 58078 701.293.5735 1 www.deco.com I I GENERAL NOTES UTILITY NOTES UTILITY NOTES EROSION CONTROL NOTES PROJECT CONTACTS UTILITY CONTACTS SS�O%AL c*, e Al B o� ��GENSFO yF 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE WATER PRESSURIZED IRRIGATION . LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO Q- CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS 2 Al DEVELOPER a 9 SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. 2 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE UNDERGROUND UTILITY LOCATES CONSTRUCTION(ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL 1. ON-SITE PRESSURIZED IRRIGATION(PI)SYSTEM SHALL TEMPORARILY SCHEELS ALL SPORTS 2000 SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS),CITY OF MERIDIAN STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS CONNECT TO AND BE SERVICED BY THE TM CROSSING IRRIGATION SYSTEM 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE SWPPP 1707 GOLD DRIVE DIGLINE,INC. 07/12/2022 DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS THAT WAS APPROVED 03/17/2017 AS PART OF THE TM CROSSING COMMON DURING CONSTRUCTION OPERATIONS. FARGO,ND 58103 N� O DISTRICT(ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO REFERRED TO IN GENERAL CONSTRUCTION NOTE 1. 8310 W.USSE,I 83 SUITE 100 9 P�IMPROVEMENTS PROJECT.THIS PI SYSTEM IS OWNED AND OPERATED BY (701)356-8254 BOISE,ID 83704 TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THE TEN MILE CROSSING OWNERS ASSOCIATION.A FUTURE PI SYSTEM WILL 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL CONTACT:JOSHUA REMER (800)342-1585 -9CO OF Q� THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND SERVE TM CENTER EAST NO.1 IMPROVEMENTS,INCLUDING THIS SITE. MEASURES HAVE BEEN INSTALLED. JLREMER@SCHEELS.COM Q MUR SPECIFICATIONS. NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS 2. WATER PROVIDED BY A PRIVATE WELL OWNED BY THE TEN MILE RETAIL 4. ALL EXPOSED AREAS SHALL BE SEEDED OR MULCHED AS SPECIFIED WITHIN 14 WATER 2. THE CONTRACTOR SHALL HAVE A COPY OF THE 2019 CITY OF MERIDIAN NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN DEVELOPMENT SHALL SERVE AS BACKUP SOURCE FOR IRRIGATION WATER. DAYS OF FINAL GRADING. ARCHITECT STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL CITY OF MERIDIAN ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION(AVAILABLE ON THE SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE 3. THE PI SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION 5. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS,THE SITE SHALL RLE 33 E.BROADWAY AVE,SUITES 200&204 C WEBSITE).FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER DISTRICT IN WHICH IT IS BEING CONSTRUCTED. BE TEMPORARILY STABILIZED BY SEEDING,MULCHING,OR STRAW COVER. 901 13TH AVENUE EAST,SUITE B MERIDIAN,ID 83642 C STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES WEST FARGO,ND 58078 (208)898-5500 WORK ORDER UNTIL THE SITUATION IS RESOLVED. (IDAPA 58.01.16). 4. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY 6. INSPECT EROSION CONTROL MEASURES AFTER EACH RAIN AND AT LEAST (701)293-5735 CONTACT:KYLE RADEK,PE Al CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE ONCE A WEEK. CONTACT:TIFFANEY TRIEPKE,AIA 3. THE CONTRACTOR SHALL HAVE APPROVED PLANS.THE PLANS SHALL BE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO 7, THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL TIFFANEYT@RLECO.COM STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN. WATER SERVICES OR POTABLE WATER MAINS OR NON-POTABLE MAINS AND DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEWER POTABLE SERVICES SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS MERIDIAN WATER DEPARTMENT. SEDIMENT FROM LEAVING THE SITE. CITY OF MERIDIAN SC H E E kS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN 2 CIVIL ENGINEER 4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL 33 E.BROADWAY AVE,SUITES 200&204 TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL 5. fCON:STRUCT:E:DOF DWROSSING SLEEVES FOR IRRIGATION MAINS SHAL BE MERIDIAN,ID 83642 ATTEND APRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL HORROCKS ENGINEERS C900 PIPE. ORDINANCES THAT APPLY. 2775 W.NAVIGATOR DR.,SUITE 210 48 GL 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN WITH SECTION 542A7 THE IDAHO RULES FOR PUBLIC DRINKING WATER MERIDIAN,ID 83642 CONTACT:T:TYSON GLOCK,PE MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED.NO SYSTEMS(IDAPA 58.01.0.0 8)AND SECTION 430.02 OF THE WASTEWATER RULES 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE (208)895-2520 (IDAPA 58.01.16).WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. CONTACT:JAKE MURPHY,PE D PRIOR NOTICE. 4. PLACE WATER SERVICE LINES IN A WATER CLASS PIPE SLEEVE WHEREVER �1 JAKE.MURPHY@HORROCKS.COM IRRIGATION 10. OPERATOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY NAMPA&MERIDIAN IRRIGATION DISTRICT TEN MILE U THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E. TO ESTABLISH PERMANENT SOIL STABILIZATION. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS SEEPAGE BEDS,DRAINAGE SWALES). 1503 FIRST ST.SOUTH PRIOR TO THE REQUIRED TESTING.THE CONTRACTOR MAY NOT OPEN OR 11. SEDIMENT SHALL BE REMOVED FROM EROSION CONTROL MEASURES BEFORE SURVEYOR NAMPA,ID 83651 CROSSING CLOSE WATER VALVES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS THEY ARE 25%FULL. HORROCKS ENGINEERS (208)466-7861 WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY Al 2775 W.NAVIGATOR DR.,SUITE 210 CONTACT:GREG CURTIS 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE CONSTRUCTION.IF WATER SERVICE MUST BE INTERRUPTED,THE 12. ALL PORTABLE RESTROOMS SHALL HAVE SPILL TRAYS INSTALLED. MERIDIAN,ID 83642 MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT THE REQUEST CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. (208)895-2520 OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS 13. LIMITS OF CONSTRUCTION SHALL BE AS SHOWN IN THIS PLAN SET. CONTACT:RON WRIGHT,PLS FIRE SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT RONW@HORROCKS.COM MERIDIAN FIRE DISTRICT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL SEWER CONSTRUCTION NOTE 1. 33 E.BROADWAY AVE.SUITE 210 MERIDIAN,ID 83642 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE GEOTECHNICAL ENGINEER (208)888-1234 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE STANDARDS IN THE WASTEWATER RULES(IDAPA 58.01.16)AS WELL AS THE CONTACT:CHIEF KRIS BLUME 70 0 South E APPROVED PRIOR TO(A)BACKFILLING TRENCHES FOR PIPE;(B)PLACING OF STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL ATLAS ENGINEERING F AGGREGATE BASE;(C)PLACING OF CONCRETE;(D)PLACING OF ASPHALT CONSTRUCTION NOTE 1. 2791 S.VICTORY VIEW WAY PAVING. BOISE,ID 83709 PUBLIC ROADS W ayf i n d e r Avenue 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS A7WAER 2 (208)376-4748 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND NON-POTABLE WATER MAINS(SANITARY SEWER,STORM DRA CONTACT:JACOB SCHLADOR,PE ACHD SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE 3775 N.ADAM ST. Meridian, I D AND THEIR DECISION SHALL BE FINAL.SUCH INSPECTIONS SHALL NOT NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLMAIN GARDEN CITY,ID 83714RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTI LANDSCAPE ARCHITECT (208)387-6100 THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACE HORROCKS ENGINEERS CONTACT:DALE KUPERUS,PE 83642 DEQ/QLPE APPROVED CONSTRUCTION PLANS. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRIER 2775 W.NAVIGATOR D I SUITE 210 SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES MERIDIAN,ID R.,S 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST (IDAPA 58.01.16). (8IDI N,ID 3642 PRIVATE ROADS HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE CONTACT:ZACH SCOTT CITY OF MERIDIAN F CONSTRUCTION. COM SCOTT@HORROCKS. WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX ZACH. 33 E.BROADWAY AVE F 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL (6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND MERIDIAN,ID 83642 SITE WORK & CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18) (208)884-5533 DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED CONTACT:WARREN STEWART,PE STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC BUILDING SHELL APPROVED IN WRITING FROM THE CITY ENGINEER. DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE POWER WASTEWATER RULES(IDAPA 58.01.16). 12 CONTRACTOR SHALL GIVE ENGINEER MINIMUM 48-HOUR NOTICE PRIOR TO IDAHO POWER ANY TESTING OR OTHER EVENT REQUIRING ON-SITE INSPECTION OR 4. PLACE SEWER SERVICE LINES IN A WATER CLASS PIPE SLEEVE WHEREVER P.O.BOX 70 REVISIONS THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E., BOISE,ID 83707 OBSERVATION BY THE ENGINEER. SEEPAGE BEDS,DRAINAGE SWALES). (208)388-5083 CONTACT:JERROD SELL 13. CZC APPROVAL OBTAINED THROUGH THE CITY OF MERIDIAN ON 03/09/22 JSELL3@IDAHOPOWER.COM 11 JUL 2022 PR 005 G ROADWAY NATURAL GAS G Z 12 JUL 2022 PR 006 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE INTERMOUNTAIN GAS REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM P.O.BOX 64 ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY BOISE,ID 83732 CONSTRUCTION. (208)377-6863 CONTACT:MISHELIE SINGLETON 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. TELEPHONE&FIBER OPTIC LUMEN DRAINAGE 1315 W AMITY RD BOISE,ID 83702 H 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD OR (208)914-7647 H ITD SHALL BE RESPONSIBLE FOR INSPECTION.FOR ANY PRIVATE DRAINAGE CONTACT:CARSON GALLEGOS FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES.HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. I I I I I I CITY OF MERIDIAN LINK J J Fil 1 1 _ 0 ' ACHD COMPLIANCE T THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OR PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING.THE FOLLOWING VARIANCES,LISTED K BY DATE AND SHORT DESCRIPTION,WERE APPROVED FOR THE K PROJECT: Read and understand Specification Divisions 00&01 and appropriate technical Specification Sections applicable to perform Al ENGINEER'S NOTICE TO CONTRACTOR the work shown on this drawing sheet. Notify ArchitecUEngineer of any THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES inconsistencies. PROJECT SPECIFICATIONS AND STANDARDS OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN PROJECT#: ID2101 MB • CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC,2019 EDITION. ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ID-4835-22 ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. DATE: 04/06/2022 • IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC,2020). PRIOR TO THE START OF CONSTRUCTION ACTIVITIES THE L CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES L DRAWN BY: DMM/JRM • PROJECT GEOTECHNICAL REPORT PREPARED BY ATLAS,FILE NUMBER B213477g AND DATED MARCH 10,2022 TO PROTECT THE UTILITY LINES SHOWN AND ALL OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS.CONTRACTOR SHALL CHECKED BY: JTM VERIFY LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. ©NOTE: 2022 RLE 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 M NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR M WRITTEN CONSENT. I I I I N N NOTES HORROCKS I II�II � i E N G IN E E R S 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 Q Q (208)895-2520 C0100 www.horrocks.com I I I I I I I I I I I I I I I I I I I R2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 — — 2 — — 3 — — 4 — — 5 — — 6 7 — — 8 9 — — 10 — — 11 — — 12 — — 13 — — 14 — — 15 — — 16 — — 17 18 Architecture _ Interiors Marketing I L Forensics It A A �?_ .I t _. vi;w� 1 1 901 13th Avenue East,Suite B,West Fargo,ND 58078 701.293.5735 1 www.rieco.com I I B B o�SV�CENSONAL FO/yF 4� 9 SEWER POWER HATCH PATTERNS STANDARD SYMBOLS ABBREVIATIONS* 2000 p EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED A ALGEBRAIC GRADE CHANGE dt 07/12/2022 y 2 BUILDING/PAD ABC AGGREGATE BASE COURSE — ✓,9 TF of —ss———ss— %\ AC ASPHALTIC CEMENT OR CONCRETE C UNKNOWN ss ss —anP- -anP— OVERHEAD oHP oHP (e ELECTRICAL MANHOLE E; Og uRP 41NCH 4"ss ESS beI beI UNDERGROUND BEL BEL 4 8 a B COLORED CONCRETE \/ BC BUILDING CORNER M I BCR BACK OF CURB RETURN BFE BASE FLOOD ELEVATION s"ss s"ss 61NCH s"ss s"ss N/A 21NCH z••BEL z••BEL .g . (`o FIBER OPTIC MANHOLE J �0' BFF BASEMENT FINISH FLOOR .a C —a•� -——a•� - 8INCH a"ss a"ss N/A 3INCH 3"BED 3"BED - -- - - - HEATED CONCRETE FLATWORK/PAVING/SIDEWALK BLDG BUILDING , BM BENCHMARK C 10"ss 10"ss 10 INCH _10-SS-10-SS N/A 41NCH 4"BED 4"BED (fit\� TELEPHONE MANHOLE � ', BOT BOTTOM C CONCRETE FLATWORK)PAVING/SIDEWALK \\\� BP BEGIN POINT —1z"ss---1z"ss- 12 INCH 1z"ss 1z"ss N/A 61NCH s••BE� s••BE� BV BUTTERFLY VALVE 1a•�� 1a•�� 14 INCH 1a"ss 1a"ss N/A 81NCH 8"BEL 8"BEL %\ BVC BEGIN VERTICAL CURVE XERISCAPE LIV9 CABLE TV MANHOLE TV'' BVCE BEGIN VERTICAL CURVE ELEVATION I 1s�� 1s�� 15 INCH 1s"ss 1s"ss N/A 10 INCH m"eEF m"eEL `� BVCS BEGIN VERTICAL CURVE STATION I VERTICAL ELECTRICAL POWER POLE BVP BEGIN VER SCFIEELS —1s"ss-——1s"ss- 16 INCH 1s"ss 1s"ss A-vo A-vo A-vo 1 PH A 1/0 A-vo A-vo A-vo DPP,' PP LE WALL "." ".' "." LANDSCAPE AREAS/GRASS _ BVW BOTTOM R VISIBLE WALL 181NCH 1a"ss 1a"ss Aaio Aaio Aaio 1 PH A410 A-ao A-ao A-ao SIGNAL POLE C&G CURB&GUTTER CB CATCH BASIN —za"ss-——za"ss- 24 INCH 2a"ss 2a"ss B-1/0 B-1/0 1 PH B 110 B-vo B-V0 HEAVY DUTY PAVEMENT SECTION ILe1 ELECTRICAL BOX �E CIE CENTERLINE 30 INCH 30"ss 30"ss Bain Bain Bain- 1 PH 34/0 B-ao B-ao B410 - CLR CLEAR Jo, FIBER OPTIC BOX FO CO CLEANOUT as"a as"a 36 INCH W ss 3s••ss c-10 c-110 1 PH C 1/0 c-vo c-vo ADA ACCESS RAMP TRUNCATED DOMES CONC CONCRETE D u4: JUNCTION BOX ® Cu COPPER D SERVICE LATERAL calo calo 1 PH C 4/0 c-ao ca,o [tbj TELEPHONE BOX C.Y. CUBIC YARD TEN MILE ABc410 ABca10 3 PH ABC 4/0 ABcaia ABcaiu o RIPRAP [e TELEPHONE PEDESTAL ID DIA DIAMETER DWG DRAWING Aec750 3 PH ABC 750A Aec-Tso [tyj CABLE TV BOX ITO E EAST OR EASTING CROSSING EA EACH SEC sec SECONDARY sec sec GRAVEL �;-)- LIGHT POLE o—O- EG EXISTING GRADE/GROUND se se ELEV ELEVATION se se STREET LIGHT se se LIGHT POLE OPT 2 o-O EOC EDGE OF CONCRETE LIGHT POLE OPT 3 C-� EOP EDGE OF PAVEMENT ` EP END POINT ESMT EASEMENT (�9/� GAS MANHOLE © EVC END VERTICAL CURVE EVCE END VERTICAL CURVE ELEVATION E GAS METER © EVCS END VERTICAL CURVE STATION E 70 0 South EVP END VERTICAL PROFILE STORM GAS SURFACE FEATURES CLEANOUT co EX EXISTING FE FLANGE END FF FINISHED FLOOR W ayf i n d e r Avenue %\ EXISTING PROPOSED EXISTING PROPOSED EXISTING/PROPOSED (`S) SEWER MANHOLE O FG FINISHED GRADE FJ FLANGE JOINT Meridian ID FL FLOW LINE 7 —se---se— UNKNOWN —SD—SD --9---9---9-- UNKNOWN - c c cur cur cur CUT LINE (�irJ� IRRIGATION MANHOLE IR FM FORCE MAIN 83642 C Id C Id 4 INCH 4"SD 4"sD N/A 1 INCH 1"G r•G —--FILL-----FaL--— FILL LINE v FPS FEET PER SECOND U: IRRIGATION BOX FI R1 FT FOOT OR FEET s"sa 6'sd 61NCH s"sD s"sD z"9 z"9 21NCH z••c z••G LOD LOD LIMITS OF DISTURBANCE FUT FUTURE %\ G GAS LINE —a•se-——a•se- 8 INCH 8"sD a"sD —3.9———3.9— 3 INCH N/A DITCH (�w'J� WATER MANHOLE OW GB GRADE BREAK GFF GARAGE FINISHED FLOOR p 10"�d 10"�d 101NCH 10••sD 10"SD a"9 a"9 41NCH 4"G 4"G ----GB-----GB-----GB-- GRADE BREAK w F ,_. WATER METER �w GV GATE VALVE —12"sd---12"sd- 12 INCH 1z••sD 17SD —6"9---6 "9— 61NCH s••c s••c HWM HIGH WATER MARK HGL HYDRAULIC GRADE LINE SITE WORK & Q 11•sd 11•sd 15 INCH 1s••sD 1s"sD e•9 e•9 BINCH s••c s••c -HWM tYR WATER METER OPT 2 HP HIGH POINT HIGH WATER MARK-1 YEAR EVENT HRZ HORIZONTAL 16"— 16"— 16 INCH 16'SD 1s••sD 12"9 12"9 12 INCH 12'c 12'G —HWM 5YR HIGH WATER MARK-5 YEAR EVENT BLOW-OFF IB@O HWM HIGH WATER MARK BUILDING SHELL ID INSIDE DIAMETER 18 INCH 1a••sD 1a••sD —nP9-——np9- HIGH PRESSURE UPC UPC —HWM tovR HIGH WATER MARK-10 YEAR EVENT Q-Q p-�p ITD IDAHO TRANSPORTATION DEPARTMENT _ FIRE HYDRANT \_J IN INCH(ES) za"Id za"Id 24 INCH za••sD 24"So HWM 2WR HIGH WATER MARK-25 YEAR EVENT IRR IRRIGATION(PRESSURIZED)/NON-POTABLE REVISIONS 30 INCH 30••sD 30"sD HWM sovR FIRE HYDRANT OPT 2 K VERTICAL CURVE COEFFICIENT HIGH WATER MARK-50 YEAR EVENT h%YO y O Y L LENGTH 36 INCH 36•sD 36•sD HWM 1o0YR HIGH WATER MARK-100 YEAR EVENT LF LINEAR FEET ar:d ar:d 421NCH 4z••sD 4z"sD GATE VALVE D4 LP LOW POINT Q 11 JUL 2022 PR 005 G ' ' GATE VALVE OPT 2 (2) L LANDSCAPE G —as"se---as"se- 481NCH 4a••sD 4a"sD FENCE-BARBED LT LEFT 5a"�d 54"�d 54 INCH sa••sD sa"sD HYDRONIC VALVE ENCLOSURE LVC LENGTH OF VERTICAL CURVE �> O O O FENCE-CHAIN LINK MAX MAXIMUM —s0"sd---s0"sd- TCH EXISTING 601NCH so••sD s0"sD v v v FENCE DECORATIVE T CROSS 'T' ME MANUFACTURER MFR MANUFACTURER ss"se ss"se 66 INCH ss••sD ss••sD zrp ❑ ❑ FENCE-WOOD �, TEE MGD MILLION GALLONS PER DAY MH MANHOLE _ rz":d rz":d 721NCH 77 SD n••so WALL BLOCK Ti 90°BEND TA MID MIDDLE ———Id— LAND DRAIN LD LD MIN MINIMUM WALL CONCRETE '�-F 45°BEND '�-i MJ MECHANICAL JOINT II II II �I N NORTH OR NORTHING,FRICTION FACTOR WALL-PANEL 22.50 BEND N/A NOT APPLICABLE WALL-ROCK /-I 11.25°BEND H NTS NOT TO SCALE Oc ON CENTER H WYE ILI OD OUTSIDE DIAMETER H Rnv RIGHT OF WAY q REDUCER q OVHP OVERALL HIGH POINT WATER COMMUNICATIONS LP OVERALL CENTERLINE(ROAD/ENTITY) ] CAP&PLUG ] PC POINT OF CURVEDINT EXISTING PROPOSED EXISTING PROPOSED CURB&GUTTER PCC POINT OF COMPOUND CURVE PH PHASE PARCEL LINE (�sd\� STORM DRAIN MANHOLE SD PI POINT OF INTERSECTION UNKNOWN _W_ W �m �m OVERHEAD CABLE TV cry —cry PL PROPERTY LINE --w ., w ., w-- 3r4"w 3r4"w s�i° sum- PROPERTY BOUNDARY ® 1 UNDERGROUND CABLE TV Ecry Bcry PRC POINT OF REVERSE CURVE a/a a/a 3/41NCH 1 INCH 1"w t"w 10'PUBLIC UTILITY&DRAINAGE EASEMENT(P.U.E.) SEEPAGE BED MONITORING WELL O AREA DRAIN ROUND ® PT POINT U TANGENCY PUE PUBLIC UTILITY EASEMENT PVI POINT OF VERTICAL INTERSECTION 1-1/2 INCH 1-112"W 1-112"W OVERHEAD FIBER OPTIC TO Eo ❑® AREA DRAIN SQUARE ❑® Q RATE OF FLOW PAINT STRIPE-SOLID DROP INLET R RADIUS z'. z'. 2 INCH 2"w 2"W s s UNDERGROUNG FIBER OPTIC BEG BED REV REVISION I PAINT STRIPE-DOUBLE SOLID —a".---3".— 31NCH 3"w 3"W ® CURB INLET ® RT RIGHT PAINT STRIPE-BROKEN R/W RIGHT OF WAY 4 INCH 4"w 4"W OVERHEAD TELEPHONE TEL TEL iW CURB INLET OPT 2 a S SLOPE PAINT STRIPE-BIKE LANE INTERSECTION SD STORM DRAIN 6 INCH s"w s"W mei mei UNDERGROUND TELEPHONE BTEL BTEL BTEL _ _ _ _ PAINT STRIPE-LANE DROP ® CURB INLET OPT 3 ® SDMH STORM DRAIN MANHOLE — w——— w— 8 INCH PAINT STRIPE-LANE LINE EXTENSION ®® CURB DOUBLE INLET ®® SFC SQUAIRE FOOT/FOOTAGE 10'. 10'. 10 INCH 10"w 10"W S/L STREETLIGHT DeT GET TRAFFIC SIGNAL-DETECTION CONDUIT —12"w———12"w— 12 INCH 17 W 17 W ® CURB DOUBLE INLET OPT 2 ® SPEC SPECIFICATIONS FULL FULLTRAFFIC SIGNAL-FUTURE CONDUIT SS SANITARY SEWER 1".w 1".w 14 INCH 1a"w 1a"W SSMH SANITARY SEWER MANHOLE LTG LTG TRAFFIC SIGNAL-LIGHTING CONDUIT STA STATION 16". 16". 16 INCH 1Ir W 1s"w COMBO BOX PED PED TRAFFIC SIGNAL-PEDESTRIAN CONDUIT STD STANDARD J —19••w---19••w— 18 INCH 18"w 1a"W SVE SIGHT VISIBILITY EASEMENT J PwR PWR TRAFFIC SIGNAL-POWER SOURCE CONDUIT r _ OIL1WATER S/W SIDEWALK za". za". 24 INCH za"w za"W ® ® TA TOP OF ASPHALT SIG SIG a" TRAFFIC SIGNAL-SIGNAL CONDUIT L =_�`=J SAND/GREASE TBC TOP BACK OF CURB 30 INCH 30"w 30"W TBDC TOP BACK OF DEPRESSED CURB zs"w 3W.w 36 INCH WW W W OIL/WATER TBM TEMPORARY BENCH MARK CONSTRUCTION KEYNOTE TAGS IiL;' �I SAND/GREASE OPT 2 ®®® TC TOP OF CONCRETE as". as". 48 INCH 4a"w 4a"W L---J TEMP TEMPORARY 60 INCH 60"w 60"W D00 OR D88 DEMO PLAN TF TOP OF FOOTING TG TOP OF GRATE n". n". 72 INCH 77 W 77 W FLARED END PLAN ® TRW TOP OF RETAINING WALL G1 OR G9 GRADING PLAN TW TOP OF WALL SERVICE LATERAL TYP TYPICAL ® FLARED END PROFILE 07 OR 35 SITE PLAN UTC UNTREATED BASE COURSE V VELOCITY K ® FLARED END SECTION ® VC VERTICAL CURVE K 36 OR 50 WATER VRT VERTICAL Read and understand Specification IRRIGATION MISCELLANEOUS -� SIGN W/ WITH Divisions 00&01 and appropriate technical 51 OR 65 SEWER BOLLARD WMH WATER MANHOLE Specification Sections applicable to perform EXISTING PROPOSED EXISTING PROPOSED WTR WATER the work shown on this drawing sheet. UNKNOWN IRR IRR DEMO 66 OR 80 STORM DRAIN BH BH ALL ABBREVIATIONS MAY NOT BE USED Notify ArchitectlEngineer of any — — ——,,,— BORE HOLE inconsistencies. 1 INCH 1"IRR 1'IRR -Pipe- PIPe UNKNOWN PIPE 81 OR 9'0 IRRIGATION 4) r L. z"1 2 INCH z"IRR z IRR - pt pt pt - JOINT UTILITY TRENCH JUT QQ TEST PIT 4 PROJECT#: ID2101 MB —a'..---a'..- 41NCH 4"IRR 4'IRR --toe-----tae-- TOE OF SLOPE —Toe---Toe— 97 OR CABLE TV TP TP ID-4835-22 DATE: 04/06/2022 s' s' 61NCH 6"IRR 6"IRR —mP---W---top— TOP OF SLOPE TOP TOP TOP Z�- OR ©TELEPHONE L DRAWN BY: JT M/JRM 8 INCH IRR 8"IRR a" -� -� -� -� - DIRECTIONAL FLOWLINE � � � BENCHMARK PIPE ABBREVIATIONS* 1n" 1n" 101NCH 10"IRR m••iRR EDGE OF PAVEMENT 97 OR 99 GAS CHECKED BY: JTM PVC POLYVINYL CHLORIDE 12"i 12"i 12 INCH 12"IRR 12"IRR ---.---.---.---.---.---.- GUARDRAIL 00 OR 00 POWER RCP REINFORCED CONCRETE PIPE ©2022 RLE VCP VITRIFIED CLAY PIPE —19•• 19••�..- 18 INCH N/A --k-- --k-- --k-- --k-- RAILROAD TRACKS - CIP CAST IRON PIPE za"o-. za"o-. 24 INCH N/A 4aoo CONTOUR-MAJOR 4000 \^� - OR OZ MISCELLANEOUS HDPE HIGH DENSITY POLYETHYLENE V SECTION CORNER DIP DUCTILE IRON PIPE 30 INCH N/A ------4aoz------ CONTOUR-MINOR 400z CMP CORRUGATED METAL PIPE CPP CORRUGATED POLYETHYLENE PIPE 36 INCH N/A CALLOUTS POLY POLYETHYLENE SERVICE LATERAL FF:2752.84 FINISHED FLOOR ELEVATION ❑� CONTROL POINT 10-1 �ALL ABBREVIATIONS MAY NOT BE USED M M TBC:2752.85 TBC&TBDC SPOT ELEVATION DETAIL REFERENCE FL:2752.86 FL&TG SPOT ELEVATION X D ETA 1 L NAME SCALE:NTS �# PARKING STALL COUNT MATCHLINE STA.XX+XX.XX SEE SHEET PP-XX N N LEGEND HORROCKS II�II E N G I N E E R S 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 Q Q(208)895-2520 CA A www.horrocks.com I I I I I I I I I I I I I I I I I I I R1 1 — — 2 — — 3 — — 4 5 — — 6 — — 7 — — 8 — — 9 — — 10 — — 11 — — 12 13 14 — — 15 — — 16 — — 17 18 — — 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 16 17 — 18 � Architecture _ Interiors o R a ° Marketing I L111111111111111 Forensics A III III A �"�' '"e- N901 13th Avenue East,Suite B,West Fargo,ND 58078 C I N G F'¢ 701.293.5735 1 www,deco.com 0 50' 100, SCALE:1"=50' B B O�S��GENSFO�yF IQ. 9 2000 N�07/12/2022 0 DEMOLITION KEYNOTES ✓9coa or-MUR_ZZ W r PI 3' rl P03 I d \ Dot EXISTING SIDEWALK(TO BE REMOVED) P07 u P15 . '� � II \ \ C _ 0 C rl QI Pos III DO2 EXISTING CURB(TO BE REMOVED) POs A\ InRR7 Doi EXISTING SEWER CLEANOUT(TO BE REMOVED) II SCFIEELS® Poe JI p10 m \ \op a aD—< = Do4 EXISTING STORM DRAIN CATCH BASIN AND PIPE TO III _ P7o Do2 II POI IIII \\ I __t°D---t°D--_t��- - � � BE REMOVED rl LODE _ D P01 d r ° gl Loo\t \��r t°D__-�°--------------- RR, EXISTING ASPHALT TO BE REMOVED AND REPLACED p I rl lv °p �0\\ --mP% _- TO CONNECT TO EXISTING WATER LINE TEN MILE Po R 5 °oCROSSING EXISTING SIGN TO BE REMOVED AND RELOCATED 81 1— 7 P7111 a r ----- - 706 \\\ �-� -SDF'-_ ----- I R �� II \\ LOD LOD LOD LOD LOD LOD LOD LOD LOD �oD EXISTING LIGHT POLE TO BE REMOVED AND 0 RELOCATED p V P70 II v -\ _ �-'/ tll x D07 ffI EXISTING ASPHALT TO BE REMOVED AND REPLACED TO CONNECT TO EXISTING SANITARY SEWER E AejP07 ::LL.. PROPERTY BOUNDARY LINE MANHOLE E 700 South ®/ / gD02 ,z RR3 � \ \ \ LOD LOD LOD LOD DOD DOD LOD LOD t RRS EXISTING CURB TO BE REMOVED AND REPLACED TO Wayfinder Avenue CONNECT TO EXISTING SANITARY SEWER Meridian ID EXISTING SIDEWALK TO BE REMOVED AND rr q°j P02 I �r/ RR6 REPLACED TO CONNECT TO EXISTING SANITARY 83642 Po5 o/ SEWER/IRRIGATION \ F ' PUB / h9 Q/,�o '' / \ �LOD DOD— RR7 EXISTING TREE TO BE REMOVED AND RELOCATED F PO Al ' PO RR RR7 EXISTING WATER BLOW OFF TO BE REMOVED AND SITE WORK & RELOCATED,SEE SHEET C.5.5 1 >•P\ � -'®®, �' _,�PD2 a /� PIG / I BUILDING SHELL - ;' REVISIONS P08 5P P06 P05 ie POS "�i i P03 \ P10 _ --°_ P03 ,'' .Plij�� P11 h¢ \ III o C' P06 / P02 �/ "" RR7-' \a P73 ��/ \ G 11 JUL 2022 PR 005 _ P01 P07 �i' \ P15 RR7 / 'I---______ '1 I PROTECTION KEYNOTES / i m RR1 D02_ RR7 A,� �' � �j� --- t--- - I � z= q / �o - __ P01 / i / PO4 III II- RR7 _ 01-- D=__wv- _, bD _ p _moo= �oD _-_ ,\\_ ,, - -- - - - - - - _ _ \ P01 EXISTING SIDEWALK(PROTECT IN PLACE) D04 DO� to i�mP W. e _ RR7 _ ,(toes wpii' tom - ` \ V -- RR3 ___> i,i� - D�==toP_ B _\_t _ m - o Pot EXISTING CURB(PROTECT IN PLACE) RR7 RR8 H ° RR7 Dot D03 / _' � _ ___ _________ P03 EXISTING THE (PROTECT IN PLACE) H RR2 P71 op D02 "RR7 �IO /'®m®' P7oy9 ice \ 2�s- I Poo EXISTING 12"WATER MAIN(PROTECT IN PLACE) r'/ '' pos EXISTING 8"WATER MAIN(PROTECT IN PLACE) i °j sAr rilRR7 D01 _ �/ / P06 \ I \ too o _- /// + POI ///��/ Pos EXISTING SANITARY SEWER LINE(PROTECT IN PLACE) P08 P11 / pI0 76g4' (PROTECT NNPLACE)SEWER MANHOLE 7[ EXISTING RR3 P07 o° P07 — P ,' r oz (f r i o� �/ $11 �� ,' EXISTING PRESSURE IRRIGATION LINE by tih�� o Pos (PROTECT IN PLACE) EXISTING PRESSURE IRRIGATION VALVE I Pos (PROTECT IN PLACE) 11 8 y� h 1 I °III it e P08 ��OD— LOD LOD LOD --____ P10 EXISTING BURIED ELECTRICAL LINE OR ELECTRIC I� JUNCTION BOX(PROTECT IN PLACE) I� yI 1 IIIII P _,, I s o I - --' _ I p11 EXISTING GAS LINE(PROTECT IN PLACE) 7 I II N EXISTING STORM DRAIN CATCH BASIN (PROTECT IN PLACE) K 111 \\ I K EXISTING LIGHT POLE(PROTECT IN PLACE) Read and understand Specification I` I \\j \ \ \\ t\ '' -'- I _ Q Divisions 00&01 and appropriate technical P07 $ _ 1 Specification Sections applicable to perform EXISTING TEMPORARY WATER BLOW OFF Notify ArchitecUEngineerofany _ the work shown on this drawing sheet. (PROTECT IN PLACE) inconsistencies. - _ I PROJECT#: D2101MB ° _ I P15 EXISTING WATER VALVE(PROTECT IN PLACE) ' ID-4835-22 DATE: 04/06/2022 L �` ` \ p06 `� ,' / ``_ _ o- ---- - - _ o EXISTING SANITARY SEWER CLEAN OUT L DRAWN BY: DMM/JRM -______ p16 (PROTECT IN PLACE) CHECKED BY: JTM P02 Pos \ .\ V 'v ©2022 RILE ------ --- --- -' ,, I LEGEND: ----tm o ------------- `---- -- - \ �toa — _ -__ SAW CUT AND REMOVE EXISTING ASPHALT P07 P01 \v-\- \_ _r _ \ -P01- _ _ _ eP06_ \ - _ _ __,_r.• - - - _ _ __- - _�_ _ - - __ ______ RRs _ --- P01 _ - -=r - - - - - - - --- - -sr• - -- - --- - _ --- - - ---- po7` r.----- ---- - -- - --- _ --- - - - -- - - -- - -- ---7�-, -- REMOVE EXISTING CONCRETE �— ` .C�———jfr .�« —7fl-- --fl — °--— --IfF—• —IT•=Y IT— _IT�•i _.T :T— Y�.— P09 _aI -s.,�- M P08 P08 P08- M _ P06 95 RR4 P07 P06 P02 I I EXISTING N N CONDITIONS & HORROCKS DEMOLITION I_ �II-II® 1 PLAN E N G I N E E R S — 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 ° (208)895-2520 CmIO www.horrocks.com I I I I I I I I I I I I I I I I I I I R1 1 — — 2 — — 3 — — 4 — — 5 — — 6 — — 7 — — 8 — — 9 — — 10 — — 11 — — 12 — — 13 — — 14 — — 15 — — 16 — — 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Architecture _ Interiors Marketing Fore nsics A Aj(^ R R O 0. ° 11 181 Ftt ._,F 'j C, s i B p�` \GENSF G1 0 50' 100' Q� 0 SCALE 1"=50' "20005 1 a)07/12/2022�p Al 9TF OF OP l 9c�8 vu o 0 C C o 0 LOD�LOD SCHEELS Al TEN MILE LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 0 CROSSING - - — - —DRIVEWAY A D l I I � I p o: POND A �LOD OD OD OD OD OD OD OD OD OD r.. : . 0 E k E 700 South 10 POND C I Wayfinder Avenue LOD LOD LOD I Meridian ID 8364 � 2 SEE SHEET C.3.1 Rnrl F oo I I F / »::>. . ' I ° SITE WORK & °°�• SEE SHEET C.3.2 BUILDING SHELL — � REVISIONS ........... : ," °.. L�>• ��` - � 11 JUL 2022 PR 005 G A D+H >O . .. G 1 ..... U U V I - " " FUTURE LOT > I Q ® I _ !Oo°o � v a I °o ` Q ", ,.,. ., ;r PROPOSED BUILDING _ ...._.. >::::>:;:;�;:< ;: (141,981 SF FOOTPRINT ° o 0 1 `1 °� ( °o SEE SHEET C.3.5nn \ \ DRIVEWAY B 'a.pAl = I s� DID \LOD-LOD LOD LOO .�G....... �5' I J - J FUTURE LOT I� I a s a a Al I s - SEE SHEET C.3.4 SEE SHEET C.3.3 K :. `: � K ''a' c Read and understand Specification Divisions 00&01 and appropriate technical Specification Sections applicable to perform the work shown on this drawing t. _ 9 sheet . .: •. � eer of ........ .. Notify ArchitecUEngin any ? inconsistencies. V I I PROJECT#: D2101 MB 0 ID-4835-22 c DATE: 04/06/2022 L I o I POND B I I L DRAWN BY: DMM/JRM CHECKED BY: JTM 0 — — --- — — — — — — — ° ©2022 RLE all all all all all all OOl all all all all aol aol aol aol aol _ GO] GO]aol aol aol GO] GO]_ aol aol aol aol ----col aol --- - M M N N SITE PLAN KEY MAP HORROCKS E N G I N E E R S 2775 West Navigator Dr.,Suite 210 0 Meridian, ID 83642 0 CmIO (208)895-2520 www.horrocks.com I I I I I I I I I I I I I I I I I R1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 — 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 8 - - 9 - - 10 - - 11 — 12 13 - - 14 - - 15 - - 16 - - 17 - - 18 � Architecture _ Interiors Marketin�I II ° ° Q ��R e o C� ��--��,-Iorrensicss A III ' q i $ II I I o I 'I III I � 02 6 "1' ��J `O 901 13th Avenue East,Sutte B,West Fargo,ND 58078 07 �� 12 c I N E E 4 701.293.5735 1 www.rleeo.com LOD LOD LOD — LU LOD LOD 0 20' 40' I 1111'i � 03 \LDD II Q J1 \L° SCALE:1" 20' /N ° W ° rc goy°o SS\ONAL FN/ B Z 2 e o� ��GENSF c LF 07 J1 — ° N 07/12/2022 p I � `° SITE KEYNOTES 2000 III Q J7 100 I o1 MATCH EXISTING CURB AND GUTTER — �yCOF OF H \ a Mu J7 \ 1 00 o2 MATCH EXISTING CONCRETE SIDEWALK 'I'I J7 J4 J7 \ 1 G R�sS' a; e� \ °° 03 6'VERTICAL CURB AND GUTTER-SEE GRADING PLAN(C.4.2-C.4.13) II ° \L a! I O AND DETAILS 3&4/C.3.6 m \ °p I � III 12 LOD LOD-LOD-LOD-LOD-LOD-LOD-LOD-LOD-LOD-LOD LOD LOD LOD LOD LOD-LOD-LOD-LOD-LOD-LOD LOD- I INSTALL CONCRETE SIDEWALK(ISPWC SD-709)-SEE DETAIL 5/C.3.6 I O 0 6 SCHEELS®INSTALL HEATED CONCRETE SIDEWALK ABUTTING CURB IJ7 SEE DETAIL 1/C.3.6 °a \ os INSTALL LIGHT DUTY 6"CONCRETE PAVEMENT-SEE DETAIL 11/C.3.6 n ^ D "' — — - - - - - - - - - - — DRIVEWAY D I M o7 INSTALL HEAVY DUTY 3"ASPHALT PAVEMENT -SEE DETAIL 10/C.3.6 TEN MILE ' oa CROSSING 55.5' 97' 09 INSTALL HEATED 5"CONCRETE SIDEWALK -SEE DETAIL 13/C.3.6 POND A a° i ��l O4a ° o J5 A O NOT USED J4 09 /r 06 �z 1a 10 NOT USED r rr p/r (�S/) J1 J1 ao 03 12 a °J3° J6 ° n`+ rr I ° 1 +i, E INSTALL LIGHT DUTY 6"COLORED HEATED AND NON-HEATED E 700 South ii n�rr 5 03 J5 ° J1 11 71 CONCRETE PAVEMENT SEE DETAILS 11/C.3.6&14/C.3.6 ° ° Wayfinder Avenue 109, 9' 100, 9' 100, 4.6 J3 J7a 12 INSTALL ADA RAMP -SEE DETAIL 6/C.3.6 9. Meridian, ID J7 _ rr �J4:r r 29 Q 26 POND C o 83642 r rrr 27� 3T° 13 INSTALL HEATED ADA RAMP-SEE DETAIL 1/C.5.6 03 J7 ° NOT USED F it o° j 06 J3Z. a 15 NOT USED SITE WORK & ° a i BUILDING SHELL 0 i a — 1 a �1 J4 1s NOT USED I INSTALL 16"0 PRECAST BOLLARD-SEE DETAIL 18/C.5.6 REVISIONS 19.5' 25.5' 9' 9' 9' 9' 9' 9' a $ TYP Qj TYP / o G ° S2 i ° 19 NOT USED 11 JUL 2022 PR 005 a J5 G ° d 03 INSTALL ADA ACCESSIBLE HANDICAP PARKING STALL-SEE DETAIL d, 39.8 J4 0�° 3/C.8.0 — 07 a d° +° zo INSTALL TERMINUS BARRICADE(ISPWC SD-1132) — i 61.2' NOT USED le, N N N d H a g 22 NOT USED H 02 a i I O J3a I 23 NOT USED i 0 °°a ° a ` 2a NOT USED 03 1 03 a �y zs NOT USED a zs' J o3 TYP a ., a' 2s NOT USED 1 ��s s INSTALL CONCRETE INLET CURB WITH WINGWALLS-SEE DETAIL d<°° 27 20/C.3.7 — 20 INSTALL VERTICAL FLOW THROUGH CURB AND GUTTER-SEE DETAIL — Ja J1 07 4i a c I WT CONSTRUCTION JOINT KEYNOTES d ° d ° fir`+ + J I'`=" j1 JOINT TYPE 1-CONSTRUCTION AND ISOLATION JOINT WITH JOINT CAP AND J 26' A Q W / PS1 SEALANT-SEE DETAIL J1/C.3.6 9' TYP y, TYP � 9' 37' /`� aLU 40 2' 03 J7 03 03 ° a1 r rz JOINT TYPE 2-CONSTRUCTION AND ISOLATION JOINT WITH JOINT CAP AND s' PSI SEALANT-SEE DETAILJ2/C.3.6 19 O Z JOINTTYPE 3-ISOLATION JOINT WITH JOINT BACKER AND PSI SEALANT TYP .^,",` A J `J3' SEE DETAILJ3/C.3.6 Z JOINT TYPE 4-EXPANSION JOINT WITH JOINT CAP AND PSI SEALANT K I J7 os J4 J7 0I Ja SEE DETAILJ4/C.3.6 K N N N N N a a d ° JOINT TYPE 5-CONTRACTION(CONTROL)JOINT WITH PS1 SEALANT Read and understand Specification -` © SEE DETAILIS/C.3.6 Divisions 00&01 and appropriate technical Z JOINTTYPE 6-CONTRACTION(CONTROL)JOINT WITH PS2 SEALANT Specification Sections applicable to perform d °°° Z Notify ArchitecUEngineer of any a ;* JB the work shown on this drawing sheet. H SEE DETAILJ6/C.3.6 J1 *, inconsistencies. y 0 J7 JOINTTYPE 7-CONSTRUCTION JOINT WITHOUT SEALANT 9' 91, 9' 100, 9' 100' 9' _ 13.5 L) / 0 a° a PROJECT#: ID2101MB 03 ID-4835-22 DATE: 04/06/2022 L DRAWN BY: DMM/JRM J� i CHECKED BY: JTM 9 9' a °.. ° TYP TYP 2022 RILE 4 Al J7 N SIDEWALK(SEE DETAIL A/C.3.4) N 07 ry a a ° �\ W GENERAL KEYNOTES,DIMENSIONS,ANNOTATION AND _ DIMENSIONING CLEAN-UP FOR ADDITIONAL CLARITY M J7 J7 1° ° °°.. ,°4 d M ft1 E11 Q C 0 03 Q J5° `06 ,a ° JS', m J7 v� 03 9, 1 °° °�° ® ® 03 72 13 '17 O5 '11 TYP 05 03 ° TYPs 12c 13 ° J7 J7 J7 ° 11j iO3 OS J7. A 136.E +` • 9', ,', 23, ,, , 153'• , ,*22.z'.+a`+ , 9 ,J4 1 06 ° °a �.- .,.." �' /J4 . , a , , JIt � Ca `' �! / �4 •.� _ J4/ J4. «J4♦* C4� .17 17 ° 11 _ l r - _ , , , , « , N �, 08+ JS' + /JS `JS` �s+ J1 O8. - �� ,I r /08�. N , , , + , , + + + « , , . Ja ji J2 SITE PLAN , - ° �J7 5.5' J7 OS 03 05' 03 0305 J7 ° m y U9 e a J7 °°° °a ° . ,.r: 4 .! , Rl lilO CKS CONTINUATION LINE - SEE SHEET C.3.4 }--- o � J7 mow MI 2775 West Navigator Dr.,Suite 210 0 Meridian, ID 83642 0(208)895-2520 Cm3ml www.horrocks.com I I I I I I I I I I I I I I I I I I I R1 1 2 3 — 4 — — 5 — 6 7 8 9 — 10 — — 11 — — 12 — — 13 — — 14 15 — 16 — — 17 18 — — 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 16 17 - - 18 � Architecture nteriors O g R o C, Marketing �1, Forensics A NI IN A fern Is, V&V-- +, 0 � N 9 901 13th Avenue East,Suite B,West Fargo,ND 58078 �G I N E 4 701,293.5735 1 vaww.rleco.com — 0 20' 40' SITE KEYNOTES — SCALE:1"=20' 01 NOT USED B o2 NOT USED B of S�IGENSFOCyF LOD LOD 4� 1 03 SOD O3 6"VERTICAL CURB AND GUTTER-SEE GRADING PLAN(C.4.2-C.4.13)AND DETAILS 3& 2000 �LOp O 4/C.3.6 N07/12/20220 INSTALL CONCRETE SIDEWALK(ISPWC SD-709)-SEE DETAIL 5/C.3.6 ✓9C�B oAURe�d LOD \LOD os INSTALL HEATED CONCRETE SIDEWALK ABUTTING CURB-SEE DETAIL 1/C.3.6 LOD C �LOp os INSTALL LIGHT DUTY 6"CONCRETE PAVEMENT-SEE DETAIL 11/12.3.6 G h 67 \LOD INSTALL HEAVY DUTY 3"ASPHALT PAVEMENT -SEE DETAIL 10/C.3.6 I SCHEELS® LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 08 INSTALL HEATED CONCRETE SIDEWALK -SEE DETAIL 1 INSTALL HEAVY DUU TY HEATED AND NON-HEATED 8"CONCRETCRET6 E PAVEMENT -SEE 04 Ll o os DETAIL 12/C.3.6&15/C.3.6 ° m D A - J1 ° J5 h 170.1 10 INSTALL HEAVY DUTY 8"COLORED CONCRETE PAVEMENT-SEE DETAIL 13/C.3.6 ° TEN MILE M— 20 O Al `° d ° DRIVEWAY A � 77 NOT USED CROSSING szs' O7 J7 i 03 g 1z INSTALL ADA RAMP -SEE DETAIL 6/C.3.6 � O � i POND C J3 �os; $ a ° 12 - 72 13 INSTALL HEATED ADA RAMP-SEE DETAIL 1/C.5.6 South E J1 d d� ° <d `O eio d 10 d �� ° io Oa Al E t �� VO�� % R d °d d Rg° 1a NOT USED 6 �s `gym Y Wayfinder Avenue �g,, 'J4 J1 J1 �p9 J3 d J7 i LOD LOD LOD LOD LOD LOD LOD o3 ° ° 1s INSTALL 6"0 BOLLARD-SEE DETAIL 8/C.3.6 03 0o Meridian, ID J1 J7 d ° a 03 ° ° ° 0 0 16 INSTALL REMOVABLE 6"0 BOLLARD-SEE DETAIL 19/C.3.7 83642 d d d ° \ d 09 d d i n NOT USED F 1 d d i NOT USED SITE WORK & 18 BUILDING SHELL d° ad 03 d o 1s INSTALL ADA ACCESSIBLE HANDICAP PARKING STALL-SEE DETAIL 3/C.8.0 46 REVISIONS ° INSTALL TERMINUS BARRICADE(ISPWC SD-1 ri d � SEE DETAIL A, THIS SHEET - — — — — — — — — — — — — — �� d �� d CONSTRUCTION JOINT KEYNOTES 27 NOT USED G G 1Q 11JUL2022 PRooS W d Z W ° J1 JOINT TYPE 1-CONSTRUCTION AND ISOLATION JOINT WITH JOINT CAP AND PS1 22 NOT USED Ry d a d 8 SEALANT-SEE DETAIL J1/C.3.6 i W d JOINT TYPE 2-CONSTRUCTION AND ISOLATION JOINT WITH JOINT CAP AND PS1 SEALANT-SEE DETAIL J2/C.3.6 23 NOT USED — - - - e o �+ d .Q. d a JOINT TYPE 3-ISOLATION JOINT WITH JOINT BACKER AND PS1 SEALANT W I I° J3 SEE DETAIL J3/C.3.6 Z za NOT USED H J I I d o J4 JOINT TYPE 4-EXPANSION JOINT WITH JOINT CAP AND PS1 SEALANT ° d e SEE DETAIL J4/C.3.6 25 NOT USED H Z d a O °+`'+ d de o3 JOINT TYPE 5-CONTRACTION(CONTROL)JOINT WITH PS1 SEALANT L m d Js zs GUARDRAIL-SEE ARCHITECTURAL PLANS 0 ,` r I° 08° a SEE DETAIL J5/C.3.6 ' d os ° d I ? a a++ a ° d ° d JOINT TYPE 6-CONTRACTION(CONTROL)JOINT WITH PS2 SEALANT _ as I d° ° Js SEE DETAIL J6/C.3.6 z7 NOT USED Z t n d °d l ° ° Z d °° d d d d 5 J7 JOINT TYPE 7-CONSTRUCTION JOINT WITHOUT SEALANT 28 INSTALL VERTICAL FLOW THROUGH CURB AND GUTTER-SEE DETAIL 21/C.3.7 I ��♦♦ I ' I Po i I , Id4 4 4 C, 4d �,ed J4 wee d eti ° a d ° d 03 P11 5 e J7 I J3 1 L I I J ° 09 d 03 13 Q at d^ Q 03 I 16 J5 I d a° s O7 I 26 03 d° Icm - J4 d 25.5' 19.5' 15 L L ° J3 d 1 ° I J3 J3 J4 10 ° 1 1 15 \�ja d 09 K �. �° J6 J5 18 ,t3 I K I ° I J3 I Read and understand Specification 15\ ...- J3- d ° ° 4 a ° os I Divisions 00&01 and appropriate technical ° a J7 Specification Sections applicable to perform JS d 1 I 6.7' 19.9' 1 12' 6' 5.8' 6' 6.2' 6' 20.4. d ° 1g the work shown on this drawing sheet. d d° ° J3 03 03 Notify ArchitecUEngineer of any PROPOSED BUILDING Ja ° 08 os' I inconsistencies. I — 037 15 F_ C� I PROJECT#: ID2101MB 25.5' ID-4835-22 Q 22' J7 _ I DATE: 04/06/2022 L L DRAWN BY: DMM/JRM 09+ 27.1' 1 �/�° O3 I JS CHECKED BY: JTM J3 I ------- ---- — =C� C� I ©2022 RILE C:D D 26 — C_D _DJ� 09 GENERAL KEYNOTES,DIMENSIONS,ANNOTATION AND _ '0 8' - 03I I COMPACTOR TRACKS(SEE DETAIL 4/C.3.6) DIMENSIONING CLEAN-UP FOR ADDITIONAL CLARITY O 14.3' CONTINUATION LINE - SEE SHEET C.3.3 I I N I 1615 J3 15 I N 15 1S SITE PLAN I 1W8 30 I HORROCKS 4.68' II�II — I 6.62' 20.6T 5.75' 5.75' 5.75' 5.75' s 7s 6.77' Q I E N G IN E E R S _I 2775 West Navigator Dr.,Suite 210 A LOADING DOCK AREA Meridian, ID 83642 0 C.3.2 SCALE:1"=10' Cm12 (208)895-2520 www.horrocks.com I I I I I I I I I I I I I I I I R1 1 2 3 4 5 6 7 8 — — 9 — — 10 — — 11 — 12 — — 13 — — 14 — 15 — — 16 — — 17 — — 18 — — 1 - - 2 - - 3 - - 4 5 6 7 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 � Architecture Interiors Q Marketing 1 L Forennsics A A901 13th Avenue East,Suite B,West Fargo,ND 58078 701.293.5735 1 www.rleeo.com 0 20' 40' SCALE:V=20' B B o�S��GENSFO�yF 4� 9 2000 CONTINUATION LINE - SEE SHEET C.3.2 SITE KEYNOTES N07/12/20220 of 01 NOT USED ✓9CO13 MURe�1 0 2 o 03 05 02 MATCH EXISTING CONCRETE SIDEWALK c oa 128' 703 03 6"VERTICAL CURB AND GUTTER-SEE GRADING PLAN(C.4.2-C.4.13)AND DETAILS 3& 4/C.3.6 oa INSTALL CONCRETE SIDEWALK(ISPWC SD-709)-SEE DETAIL 5/C.3.6 O7 J1 O7 03 28 SCHEELS® I 1 os INSTALL HEATED CONCRETE SIDEWALK ABUTTING CURB-SEE DETAIL 1/C.3.6 03 03 - b o z6' J1 ° os INSTALL LIGHT DUTY 6"CONCRETE PAVEMENT-SEE DETAIL 11/C.3.6 D ,d3; I ? / + 27 J7 za' I o7 INSTALL HEAVY DUTY 3"ASPHALT PAVEMENT -SEE DETAIL 10/C.3.6 D TEN MILE CROSSING 23 J1 oa INSTALL HEATED 5"CONCRETE SIDEWALK -SEE DETAIL 13/C.3.6 i o O9 INSTALL HEAVY DUTY HEATED AND NON-HEATED 8"CONCRETE PAVEMENT -SEE DETAIL 12/C.3.6&15/C.3.6 2a Al 19, 10 NOT USED E PROPOSED BUILDING :+ ± TYP 19, TYP E 700 South 25 INSTALL LIGHT Jq p; TMP 03 o I 77 SEE DETAILS 11DUTY /C 3 6&140/C.LOR 6ED HEATED AND NON-HEATED CONCRETE PAVEMENT Wayf i n d e r Avenue Wc I g 12 INSTALL ADA RAMP -SEE DETAIL6/C.3.6 Meridian, ID y oa o 07 ~ 07 13 INSTALL HEATED ADA RAMP-SEE DETAIL 1/C.5.6 83642 Ll a' 0 W s.r I 0 z F y I 1a NOT USED F 03 O5 - 1s SITE WORK & NOT USED BUILDING SHELL Z 1s NOT USED 93 03 28 i REVISIONS Q J5\ - . a J1 i 17 INSTALL 16"PJ PRECAST BOLLARD-SEE DETAIL 18/C.5.6 ,r J7 m g Q 03 JUNE 2022 ADDENDUM#6 G Z 26 1a NOT USED G �_ 11 JUL 2022 PR 005 VZ 08 JS INSTALL ADA ACCESSIBLE HANDICAP PARKING STALL-SEE DETAIL 3/C.8.0 « j �oa� oa j zr 1 J1 J4 1 36.5' 5+5' 1s' - 25� 20 NOT USED I 73'� 1 �� 21 NOT USED H J1 b,#J1 ` 0 © U O INSTALL TRANSFORMER PAD-SEE ARCHITECTURAL PLANS H J4 - ° 03 08 M rJ`' ` o 23 ELECTRICAL TRANSFORMER-SEE WITH ELECTRICAL PLANS Sr- c 5.08 %'n I os Ja os 13 ao M J1 �3i J1. ,' I za INSTALL EMERGENCY GENERATOR PAD- SEE ARCHITECTURAL PLANS 03 03 ` � � I J4 ' 03 OS t 0 25 EMERGENCY GENERATOR- SEE ELECTRICAL PLANS 9' 100' 14 8^ 14' 3T 25 6' �� g 2s NOT USED J5 06� 11 _ 03 R7•S• J7 03 06 03 03 ZD 25.5' 03 INSTALL CONCRETE INLET CURB WITH WINGWALLS-SEE DETAIL 20/C.3.7 t 27 O7 J7 Jss.. 73 03 J7 8.4' INSTALL VERTICAL FLOW THROUGH CURB AND GUTTER-SEE DETAIL 21/C.3.7 03 19 a O6 07 86' CONSTRUCTION JOINT KEYNOTES J1 _ JOINT TYPE 1-CONSTRUCTION AND ISOLATION JOINT WITH JOINT CAP AND PS1 03 72 03 Ry J1 SEALANT-SEE DETAIL J1/C.3.6 J7 'S 03 03 JOINT TYPE 2-CONSTRUCTION AND ISOLATION JOINT WITH JOINT CAP AND PS1 - SEALANT-SEE DETAIL J2/C.3.6 za J1 03 i — 23 POND B J7 O O J1 J7 i O JOINT TYPE 3-ISOLATION JOINT WITH JOINT BACKER AND PS1 SEALANT 03 5' 8' 5' J7 03 03 03 J3 -SEE DETAIL J3/C.3.6 ® ® - ° Ja JOINT TYPE 4-EXPANSION JOINT WITH JOINT CAP AND PS1 SEALANT K 9' 04 9' -SEE DETAIL J4/C.3.6 109' 64' 73' K 03 i JOINT TYPE 5-CONTRACTION(CONTROL)JOINT WITH PS1 SEALANT Read and understand Specification J1 O2 J5 -SEE DETAIL J5/C.3.6 Divisions 00&01 and appropriate technical - - - ------_ -_-- --,_____<__s - JOINT TYPE 6-CONTRACTION(CONTROL)JOINT WITH PS2 SEALANT hSpecification work shown on this drawing sheet.perform o perf s— —1 — — 3--i- — — — ! 1 1 ° H e a 1 ° Sa 3 Je SEE DETAIL J6/C.3.6 Notify ArchitecUEngineer of any inconsistencies. - ---- ----- ---- - --- g-- 1° -------°-- --a---- --a1---1 a--° -a--9--°---°--------- --- ---1------'----°--a--a-------1---1---_z---------- ,---- --e---- ----g--- --------- -------a-�--a -°--f ----a----a-s-1--- --a-1 ---Q J7 JOINT TYPE 7-CONSTRUCTION JOINT WITHOUT SEALANT PROJECT#: ID2101M6 ID-4835-22 OOl 001 001 001 001 001 001 001 001 001 001 001 aal 001 001 001 001 Go] aol 001 ----001 ----001 ---_001_---_001_----aol---- Go]---- 001---- 001---- 001---- aol------------------- DATE: 04/06/2022 LL DRAWN BY: DMM/JRM CHECKED BY: JTM ©2022 RLE I I � GENERAL KEYNOTES,DIMENSIONS,ANNOTATION AND DIMENSIONING CLEAN-UP FOR ADDITIONAL CLARITY M M I I I I N N SITE PLAN HORROCKS II�II E N G I N E E R S 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 °(208)895-2520 C33 www.horrocks.com I I I I I I I I I I I I I I I I I I I R2 1 — — 2 — — 3 — — 4 — — 5 — — 6 — — 7 — — 8 — — 9 — — 10 — — 11 — — 12 — — 13 — — 14 — — 15 — — 16 — — 17 18 — — 1 - - 2 - - 3 4 - - 5 - - 6 - - 7 8 9 10 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 � Architecture Interiors Marketing s � CONTINUATION LINE - SEE SHEET C.3.1 1 LForensicsI � A � � A I 12 10.6, '. Js I 12 a, ' 03 07 07 ° a ° +'aiNJ J2 i 07 J + ` 901 13th Avenue East,Sutte B,West Fargo,ND 58078 ' ° '�i_ $G I N E 4 701.293.6736 owvw.rleao.com gs a £ 0 20' 40' 0 PROPOSED BUILDING SCALE:V 20' J7 J2 1 { 7011 03 TYP TYP ° ° °4° 68 I, SS\ONAL B 03 I J7 Q1 J7 pg ° +i,i„ B 06 0 J7 19, M sr 200�05 s' 10o M 07/12/2022 '-4°" SITE KEYNOTES Nq Pao 22 1 °.. <°. ° °° J1\ * I* ____ I I ~ 07 �TeoF�oQ�� J7 a ° a Q W O NOT USED OB MUR 12 03 12; is SEE SIDEWALK AREA MATCH EXISTING CONCRETE SIDEWALK J1 'y 6 J2 N N N 07 io DETAIL THIS SHEET °Ns DETAIL 03°05 _/J4.. ��. y ��. a W C 06 °D a° J7 J7 G W 03 6"VERTICAL CURB AND GUTTER-SEE GRADING PLAN(C.4.2-C.4.13)AND DETAILS 3& 0 AN I 1 4/C.3.6 ° 171 y Os 11 ' 11° ' ° * `4� W oa INSTALL CONCRETE SIDEWALK(ISPWC SD-709)-SEE DETAIL 5/C.3.6 1 1 �o J2 d 04 1 ° J1 03 ° � 1 °475 J1. Loo 12 J2 O3� �3.. 03 1 03 05 03 1 /� 03 ° 1° ° 13 ° ° Os °° * Ja� 4 SCHEEL ® J Js I (13��1z - J7 os -i J4 oa E os INSTALL HEATED CONCRETE SIDEWALK ABUTTING CURB-SEE DETAIL 1/C.3.6 M o OS'. - m pg. ,9+*, - +"13:+ i"-�+ - m Os INSTALL LIGHT DUTY 6 CONCRETE PAVEMENT-SEE DETAIL 11/C.3.6 « + ° V + + 4 ,J4 J4 LU W oa 07 INSTALL HEAVY DUTY 3 ASPHALT PAVEMENT -SEE DETAIL 10/C.3.6 TEN MILE + 1 � � ° ° ° 19 � _ � 03'. ° �' � J4� � ..* � � CROSSING Js oa 03 03 os J7 03 03 05 J7 03 os a Ja� z oa INSTALL HEATED 5"CONCRETE SIDEWALK -SEE DETAIL 13/C.3.6 LU 03 J7 ° �08 08: +J1 �'� ). + - J` a yA os V o a 26' FLAG POLES a °° 6 to �°1 tU to i' ;Ja os NOT USED > (SEE DETAIL 7,SHEET C.3.6) Z JS ✓ 100' � 10 NOT USED o3 0� E E J g N d° Z O O O O7 11 INSTALL LIGHT DUTY 6"COLORED HEATED AND NON-HEATED CONCRETE PAVEMENT 700 South 0 a ° 412' SEE DETAILS 1 1/C.3.6&14/C.3.6 Wayfinder Avenue H ° J21 14 R10 2s J1 ° a Ji 12 INSTALL ADA RAMP -SEE DETAIL 6/C.3.6 Meridian, ID Z ° S 03 a 7 5 ® ° ° ° 100' 9' 100' 9' �. IS.+. Ji 13 INSTALL HEATED ADA RAMP-SEE DETAIL 1/C.5.6 83642 -� o 04° v�° °06a a e Q a p a J, 1a NOT USED °8 A++ Q F O7 1 d a 15 NOT USED o ° J7 03 03 e2 a ° �� 0, �1 03 ° J3 O SITE WORK & TYP pg BUILDING SHELL 95.* 19' ° 4 J1 1s NOT USED }o a ' ' p, a ° - ° °. ..� Ja; REVISIONS 03 a, s 17 INSTALL 16"0 PRECAST BOLLARD-SEE DETAIL 18/C.5.6 I :4 o A .08� 08f � 11 JUL 2022 PR 005 G 0J a 1 e ; 1a NOT USED G a ° ° o3 0305 ' Allo 1 a m TYP 03 1a INSTALL ADA ACCESSIBLE HANDICAP PARKING STALL-SEE DETAIL 3/C.8.0 ° Za5 zo d °� a°15 oe $ r7 os° 9J4 J1 ot;' Js zo INSTALL TERMINUS BARRICADE(ISPWC SD-1132) 1 — R a 12A ° 72• °d 1 100' o ryp° 10o' 9' 3T ° - 14' 03 05 ` Ji 21 NOT USED \\ H zz NOT USED H a ° Q ° 06 26, J7< °° 0 zs NOT USED 07 a e � °° 6' osa° 07 20 S - J6 "� `y a J7 O7 a° 11 za 03 NOT USED a Ji ° ,Js J7 Q ° zs NOT USED 0 03 03 I I 03 - J7 , 12 Ji I 2s NOT USED 47' 1e ° J1 Q J1 28 28 27 NOT USED oa 121.4' 84' 9' 105' 9' 100' 0 o3 100'2 za INSTALL VERTICAL FLOW THROUGH CURB AND GUTTER-SEE DETAIL 21/C.3.7 J1 O2 I 02 Ji a 8'° CONSTRUCTION JOINT KEYNOTES --o- -- --a ° ° ° ° S °S 'r {° ° ° ° - ° S 1 1- ° ° 1--- ----{--- ° ° 3 ° ° _ _° _ _ _ _ _ _ _ JOINT TYPE 1-CONSTRUCTION AND ISOLATION JOINT WITH JOINT CAP AND PS1 T — s° 1 3 ° a o s s g 1 ° J1 SEALANT-SEE DETAIL J1/C.3.6 -°- --- -- -- ° ---- .... °------'--°--.--'--n-e---------J---------°------------------�__�.----------------�'---------------J----------------°-------------i------------�°=--'�------�---------�----------------------�------------------------------- S _� S S 1 S °1 1 1 1 JOINT TYPE 2-CONSTRUCTION AND ISOLATION JOINT WITH JOINT CAP AND PS1 o aol aol 001 _--aol "aai aol aol a aol aol aol aoi am am am am am am am aoi am aol aol aol aol aol aol aol aol aol aol aol aol aol aol-- -aol 001 aol J2 SEALANT-SEE DETAIL J2/C.3.6 _ -------- ------ -------------------------------------------- ------------------------------------------ ----------------- O JOINT TYPE 3-ISOLATION JOINT WITH JOINT BACKER AND PS1 SEALANT ( s ) J3 SEE DETAIL J3/C.3.6 Ja JOINT TYPE 4-EXPANSION JOINT WITH JOINT CAP AND PS1 SEALANT SEE DETAIL J4/C.3.6 K K J5 JOINT TYPE 5-CONTRACTION(CONTROL)JOINT WITH PS1 SEALANT Read and understand Specification -SEE DETAIL J5/C.3.6 Divisions 00&01 and appropriate technical Specification Sections applicable to perform r JOINT TYPE 6-CONTRACTION(CONTROL)JOINT WITH PS2 SEALANT the work shown on this drawing sheet. Js SEE DETAIL J6/C.3.6 Notify ArchitecUEngineer of any 1 inconsistencies. a 7 I 1 d d ° ° ° - 1 J7 JOINT TYPE 7-CONSTRUCTION JOINT WITHOUT SEALANT PROJECT#: ID2101 MB ° ° d 6 ID-4835-22 ° ° d d 1 DATE: 04/06/2022 o ° L 1 9' 9 9° 4 L DRAWN BY: DMM/JRM TYP d ° d °d TYP CHECKED BY: JTM 1 36.T 15.3' 31.4' 9' 27.5' 10' 25' 15.3' 22.2' 9' 28' 17' ° ©2022 RLE fao + + + + + + + ° + + + + + + + a + + + + + ° + + + + + + + + + + + + + + + + + +Q + + + +d + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + ° eta + + + + + + + + + + + + + + + + + + + + + +41+ + d+ + + + + + + + + + + ++ + + + H Q + + + + + + + + + + + + + + + °+ + + + + + + + + + + + + + + + + + + + d Q + + + + + + + + + + + + + + + + +4+ + + + + + + + + �+ + + d++++ + + ++++ ++++++++++ +++++ +° +++ ++++++°+++ +++++ +a + ++++ ++++++ +4+++++++ +++°++ ++++++++ + +++++°+++++ ++++a ++ +++++++ +++ d + + + + + + + + + + + + +. + -� + + + + + + + +++ 7e GENERAL KEYNOTES,DIMENSIONS,ANNOTATION AND + ++ + + + + + + + SEE ARCHITECTURAL PLANS + + + + + + + +++ + + + + SEE ARCHITECTURAL PLANS + + + + + + + +' d M + + - + ++++++++ FOR STATUE DETAILS + + + + 4 °+ + + + + + + + + DIMENSIONING CLEAN-UP FOR ADDITIONAL CLARITY + + + + FOR STATUE DETAILS + + + + + + + +o nn + ++ + +++++ + + + + + ++++4++ + + + + + + + + + + + �+ L6 + d+ °+ a ° d+ + + + + + + + +4 + + + 1 + + °+ + + + d+ +d+ + + + + + + + a - d + + + + + + + °+ + + + + + 4F + d+ + + + + + + + + f.7 + + + + + + + + + + + 4 + + + + 6Q + + + + + + + + + ems +a+ + +°+ +d + � + +d + + �, + + + + + + + + + + + + + + + + + + +° + + �d + + + + + + + + + ++++++ ++ + +++++ ++�+++++++ +++°++ +� +++++d++� ++�++° +++++ ++++° ++++ ++++a ++++++++++ +++++ ++ +�+++++ + °+d ++++++ L(� ++++ ++++++++ + + °+ e 1 + + + + + + + ° + + + + + + + + + + + + + + + + 1 0 1E 0 d I ° 4 ° I 4 1 ° � d— In ° I N SITE PLAN HORROCKS I I 91' 100' � a d � a ° E N G I N E E R S L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 2775 West Navigator Dr.,Suite 210 A SIDEWALK AREA TYPICAL Meridian, ID 83642 SCALE:V=10' ° Cm14 (208)895-2520 www.horrocks.com I I I I I I I I I I I I I I I I I R1 1 — — 2 3 4 5 6 — — 7 — — 8 9 10 11 — — 12 — — 13 — — 14 15 16 — — 17 18 — — 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 13 14 15 16 17 18 � Architecture _ Interiors Marketing Forensics A Ion �cc TT �1 A 1��/ �-t�. =t' 0 901 13th Avenue East,Sufte B,West Fargo,ND 58078 H C 7 N E 4 701.293.5735 1 owwv.rleco.com 0 20' 40' SCALE:V=20' SS\ONAL FNG B B �< ��GENSF L F 9(I'il'�� 9 '°o 20005 SITE KEYNOTES N 07/12/2022 p ° ai ✓OF OF\'D aw, MATCH EXISTING CURB AND GUTTER C' a M11� \ TWA oz MATCH EXISTING CONCRETE SIDEWALK ' „" c / �`pD/ i�'/ II W 03 6"VERTICAL CURB AND GUTTER-SEE GRADING PLAN(C.4.2-C.4.13)AND DETAILS 3& v LLI 4/C.3.6 (G►h / % '" / ' oa INSTALL CONCRETE SIDEWALK(ISPWC SD-709)-SEE DETAIL 5/C.3.6 o0 ' �.� J7 -� W SC �� 1pO ,',i -' J NOT USED O 05 r r t9s' 02 01 Mla 0 os NOT USED a03 Jz 0 C. INSTALL HEAVY DUTY 3"ASPHALT PAVEMENT -SEE DETAIL 10/C.3.6 TEN MILE CROSSING Z `$ NOT USED °O J7 12 0 0o V o0 NOT USED A07 / oo JS (4 NOT USED E 700 South 0 \ a NOT USED Wayfinder Avenue 15 x\ Jz ,z INSTALL ADA RAMP -SEE DETAIL 6/C.3.6 Meridian, ID I— , 72 NOT USED 83642 J7 r ri r r ' 'r%' / 03 �.r J2 °oa 1a NOT USED F r r r' rirr o O/ J7 \y oo \ o0 03 FUTURE LOT ,s NOT USED SITE WORK & BUILDING SHELL I_ ,s 04 NOT USED r rrr r o� o o REVISIONS NOT USED rr rrr 8, o Oo a 03 a J2 r /r� 21 J5 ° oo� 04 11 JUL2022 PR005 G rr ' rrr,' oo a l\\\ / r 12 I ,8 SAWCUT EXISTING ASPHALT TO PROVIDE A CLEAN PAVING EDGE G rr'r rr �r oo rrrr rrrrr / \ ,9 NOT USED rrr r rb O / J7 20 ° goo J5 07 INSTALL TERMINUS BARRICADE(ISPWC SD-1132) A\ — q o° t / oo zINSTALL DRIVEWAY APRON J1 12 H n l/ o° rr / J2 NOT USED \ H a o R9.5'Tvp. zz / o J2 6 12 n J1 0 !2� NOT USED rr I� o r r a J 0 I rr II 03 oo I — I z� \ U NOT USED u it o a n h o O Y0 J2 D. NOT USED n i psi \ to u 4 / oo °O % 12 \ a 04 a JS :�� NOT USED d < yam. J2 \ 03 NOT USED J J7 NOT USED I / � DRIVEWAY B CONSTRUCTION JOINT KEYNOTES oo J5 JOINT TYPE 1-CONSTRUCTION AND ISOLATION JOINT WITH JOINT CAP AND PS1 02 v Al \ J7 J7 SEALANT-SEE DETAIL J1/C.3.6 'I II g I J A\ BOO Jz JOINT TYPE 2-CONSTRUCTION AND ISOLATION JOINT WITH JOINT CAP AND PS1 \ SEALANT-SEE DETAIL J2/C.3.6 03 2o JOINT TYPE 3-ISOLATION JOINT WITH JOINT BACKER AND PS1 SEALANT if I Al O° I i \ ° J5 9 0 -SEE DETAIL J3/C.3.6 ° I 6 I I \<oo J2 Jz° JOINT TYPE 4-EXPANSION JOINT WITH JOINT CAP AND PS1 SEALANT K I too J4 -SEE DETAIL J4/C.3.6 K LOD LOD LOD LOD LOD LOD LOD LOD At JOINT TYPE 5-CONTRACTION(CONTROL)JOINT WITH PS1 SEALANT Read and understand Specification I JS I M SEE DETAIL J5/C.3.6 Divisions 00&01 and appropriate technical FUTURE LOT Specification Sections applicable to perform V JOINT TYPE 6-CONTRACTION(CONTROL)JOINT WITH PS2 SEALANT the work shown on this drawing sheet. LLI c H Js SEE DETAILJ6/C.3.6 Notify Architect/Engineerofany I W inconsistencies. = J7 JOINT TYPE 7 CONSTRUCTION JOINT WITHOUT SEALANT I I - PROJECT#: ID2101 MB I I I � ID-4835-22 WDATE: 04/06/2022 L i y L DRAWN BY: DMM/JRM I ' CHECKED BY: JTM Z ©2022 RILE h I I 0 I I I a I I M it Z M I I Z 0 I I I I I I G. I I I II N N SITE PLAN I HORROR I E N G I N E E R S 2775 West Navigator Dr.,Suite 210 0 Meridian, ID 83642 0 C0305 (208)895-2520 www.horrocks.com I R1 — 1 — — 2 — — 3 — — 4 — — 5 6 7 — — 8 — — 9 — — 10 — — 11 12 13 14 15 16 17 18 — 1 - - 2 - - 3 4 5 - - 6 - - 7 - - 8 - - 9 10 - - 11 - - 12 13 14 15 - - 16 - - 17 - - 18 � Architecture nteriors 2'-0^ Marketing SEALANT OVER 1/2"EXPANSION MATERIAL 2 0" Forensics q CONCRETE SLAB ON GRADE 1"BATTER 6" 1'-6" 1"BATTER A CURB AND GUTTER PER PLAN #5 REBAR @ 18"OC EACH WAY HYDRONIC SNOW MELT PIPING EXPANSION JOINT&SEALANT "0"ELEVATION (SEE MECHANICAL) (SEE DETAIL 16,THIS SHEET) _ R=1/2" 901 13th Avenue East,Suite B,West Fargo,ND 58078 701.293.5735 1 www,deco.com _ d a ° #5 REBAR @ 18"O.C.E.W. R=1" �O a 5"HEATED CONCRETE SIDEWALK — d PER TYP.SECTION [HYDRONIC SNOW MELT PIPING Zo /LdfR=3 1/2 a a d 8"THICKNESS CONCRETE 1/2") R=3 1/2" 2"RIGID INSULATION (SEE MECHANICAL) PER TYP.SECTION (t 1/2") (SEE MECHANICAL)ad2"RIGID INSULATION NALOg\0 FNCB e ° 0 0 0 o B �� \GLAISFO �F ° d -a n d 6"BASE COURSE m d ° 6"THICKNESS 3/4"MINUS CRUSHED BASE ° Zo q• ° 0 0 o p 4"AGGREGATE BASE, O O T O T 200Q PROOF ROLL ALL SUBGRADE AREAS.OWNER'S EXTEND BASE 6"BEYOND TBC N 07/12/2022 O 0 0 0 0 0 0 0 REPRESENTATIVE SHALL BE PRESENT TO OBSERVE 9 P•r PROOF ROLLING.UNSTABLE AREAS SHALL BE REPAIRED. T O BOND BREAKER D HEATED SIDEWALK TO CURB DETAIL EATED CONCRETE TIE IN SECTION `6" VERTICAL CURB AND GUTTER 6" (MODIFIED) REVERSE SLOPE CURB AND GUTTER G SCALE:NTS 2 )SCALE NTS 3 SCALE NTS 4 SCALE:NTS C� ROUNDED CONCRETE FORM S CH E E LS® 6"X 2"C CHANNEL WELDED TO STEEL PIPE-PAINTED YELLOW AT EAST WALL ONLY NEAR GRID LINE INTERSECTION J/2 D D 6"0 STEEL PIPE FILLED TEN MILE W/CONCRETE-PAINTED YELLOW AT EAST WALL ONLY CROSSING PROVIDE WEDGES FLAGPOLE SYSTEM PROVIDED BY OWNER PER MANF.SPECS FLASH COLLAR PROVIDED BY OWNER FINISH GRADE SLOPE a SLOPE E / 4,500 PSI CONC.FOUNDATION /i / //// #5 REBAR WELDED TO PIPE F 700 South /VA, /%V/% 2'0 SONOTUBE FOOTING FILLED Wayfinder Avenue W/CONCRETE NOTES: GALVANIZED CORRUGATED STEEL SLEEVE 3"CLR. I 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH Meridian, D z TYP. SHALL BE 4,500 PSI. d \\/ PER MANF.SPECS. d i 2. PIPE SHALL BE CLEANED&GIVEN ONE COAT 6.U'MI". 83642 INSTALL 6"CURB NOTES: \\ /\\/, 'O p OF RED OXIDE PRIMER BEFORE PLACING IN \� in t CONCRETE. (TAPERED TO 0") 1. THE FLAG POLE SYSTEM SHALL BE \\/ \\/ FILL VOID SPACE W/DRY SAND FILL O PROVIDED BY THE OWNER AND INSTALLED /\ PER MANF.SPECS. t 3. FURNISH AND INSTALL 1/8"HDPE DOME-TOP DETECTABLE WARNING /\\/ \\/ BOLLARD COVER,SAFETY YELLOW. BY THE CONTRACTOR. // // i k C12 X 25 CHANNEL WITH EMBEDDED p p SURFACE COLORED 2. VERIFY INSTALLATION DETAIL WITH THE j\\% \\%j t 4. BOLLARD SHALL NOT EXTEND INTO BUILDING STUDS 4'O.C.GALVANIZED 8"CONCRETE PAVEMENT WITH D O O a DOMES SHALL BE RIGID MANUFACTURERS.PROVIDE SHOP j\j /\ CENTERING WEDGES FOOTING IF BOLLARD IS LOCATED ABOVE HYDRONIC SNOW MELT. F t REFER TO PLAN FOR LOCATION ? 8.3%MAXI O INSERTS WET-SET INTO DRAWINGS TO THE ENGINEER FOR �//\ / PER MANF.SPECS. k ° FOOTING,IT SHALL EXTEND TO A DEPTH NO (SEE DETAIL 2 THIS SHEET) F k t t I O THE CONCRETE PER ISPWC APPROVAL PRIOR TO INSTALLATION. //\\/ \\// GREATER THAN THE TOP OF THE FOOTING k k t d o /\\ / 3/16"STEEL PLATE SUPPORT SYSTEM __ SITE WORK & r I r k p t N d O® (CONCRETE STAMP AND /j�' \/ PER MANF.SPECS. �——— KEYED NOTES: CONCRETE a J p p ADHESIVE MATS NOT ad ALLOWED) INSTALL ONLY PLACE 8 \\j�\/ O PLACE BOTTOM OF BOLLARD FOUNDATION WHERE NOTED ON PLAN ®° °� \ \ \ \ \ \ /\//\� a ° BUILDING SHELL 5'-6'BELOW FINISH GRADE,UNLESS d NOTE: 3/4"GROUNDING ROD EXTENDED 2 PLANNED FOOTING ELEVATION INTERFERES WIT IN 12"BELOW FOUNDATION — ———— H PLACEMENT, LOCATION WHERE /\//\//\//\//\ / //\//\//\//\//\ DESIGN MAY VARY BASED ON SITE LOCATION. 5'-6'DEPTH CAN NOT BE ACHIEVED,PLACE REVISION S INSTALL D CURB BOTTOM OF BOLLARD FOUNDATION AT TOP (TAPERED TO 0") CONTRACTOR TO VERIFY ADA RAMP TYPE 36" INTERFERING FOOTING OF FOOTING ELEVATION. 12"COMPACTED SUBGRADE BASED ON ISPWC SD-712 THROUGH SD-712G. 0 29 APR 2022 ADDENDUM#3 G 5SIDEWALK SECTION (ISPWC SD-709) MODIFIED ADA RAMP TYPICAL FLAG POLE FOUNDATION TYPICAL PIPE BOLLARD `- TYPICAL TRASH COMPACTOR RAILS G SCALE:NTS ` 6 SCALE NTS 7 SCALE NTS \ 8 SCALE NTS NTS 9 SCALE NTS I I COLORED PORTLAND CEMENT CONCRETE COLORED PORTLAND CEMENT CONCRETE COLORED PORTLAND CEMENT CONCRETE COLORED PORTLAND CEMENT CONCRETE IN PEDESTRIAN WALKING PATHS IN PEDESTRIAN WALKING PATHS #4 REAR CEMENT CONCRETE IN PEDESTRIAN WALKING PATHS PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE IN PEDESTRIAN WALKING PATHS PORTLAND CEMENT CONCRETE H ° #4 REBAR @ 18"O.C.E.W. ASPHALT PAVEMENT a° d #5 REBAR @ 18"O.C.E.W. ° #5 REBAR @ 18"O.C.E.W. H o a c #5 REBAR @ 18"O.C.E.W. d HYDRONIC SNOW MELT PIPING,SEE N ° d HYDRONIC SNOW MELT PIPING,SEE o MECHANICAL DRAWINGS ih ° ° m ° ° ° d - RIGID INSULATION MECHANICAL DRAWINGS d CRUSHED AGGREGATE BASE CRUSHED AGGREGATE BASE CRUSHED AGGREGATE BASE ° d a, RIGID INSULATION d CRUSHED AGGREGATE BASE CRUSHED AGGREGATE BASE t0 (V aD STRUCTURAL SUB BASE SUBGRADE DATUM eD SUBGRADE DATUM SUBGRADE DATUM \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SUBGRADE DATUM 12"OF COMPACTED SUBGRADE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 12"OF COMPACTED SUBGRADE 12"OF COMPACTED SUBGRADE \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/ SUBGRADE 12 OF COMPACTED SUBGRADE I (�)HEAVY DUTY PAVEMENT SECTION (3") LIGHT DUTY CONCRETE SECTION (6") HEAVY DUTY CONCRETE SECTION (8") HEATED SIDEWALK CONCRETE SECTION (5") LIGHT DUTY HEATED CONCRETE SECTION (6") SCALE:NTS SCALE:NTS 12 SCALE:NTS F13 SCALE:NTS (�14� SCALE:NTS I J VERTICAL ELEMENT J COLORED PORTLAND CEMENT CONCRETE RECESS=1/16"MIN-1/4"MAX 1/2„ PAVEMENT SURFACE RECESS=1/16"MIN-1/4'MAX 3/8" PAVEMENT SURFACE RECESS=1/16"MIN-1/4"MAX IN PEDESTRIAN WALKING PATHS PAVEMENT SURFACE 5"HEATED CONCRETE EXPANSION JOINT&SEALANT PORTLAND CEMENT CONCRETE (SEE DETAIL 13,THIS SHEET) (SEE DETAIL 16,THIS SHEET) 1'MIN. #5 REBAR @ 18"O.C.E.W. _ _ TO FIRST PEX TUBE 5"CONC.SLAB ON GRADE FILL WITH JOINT SEALER a FILL WITH JOINT SEALER c FILL WITH JOINT SEALER W/#4 REBAR @ 18"O.C.E.W. °dam HYDRONIC SNOW MELT PIPING,SEE a MECHANICAL DRAWINGS d ° ° .M ° ° .ih ° a AND THICKENED EDGE d ° d a a RIGID INSULATION c 1.25 TIMES THICKNESS OF CONSTRUCTED JOINT 0 a 1.25 TIMES THICKNESS OF CONSTRUCTED JOINT 0 a 1.25 TIMES THICKNESS OF CONSTRUCTED JOINT 0 CLOSED CELL BACKER ROD - ° CLOSED CELL BACKER ROD CRUSHED AGGREGATE BASE ? ° g ° CLOSED CELL BACKER ROD ° 6" Q° �— � PLACED SUCH THAT THE TOP OF M PLACED SUCH THAT THE TOP OF M PLACED SUCH THAT THE TOP OF K = THE BACKER ROD IS 112"BELOW THE BACKER ROD IS 1/2"BELOW THE BACKER ROD IS 1/2"BELOW ° K SUBGRADE DATUM SURFACE OR PAVEMENT SURFACE OR PAVEMENT d a d SURFACE OR PAVEMENT a ° a _ Read and understand Specification EXPANSION JOINT FILLER EXPANSION JOINT FILLER Divisions 00&01 and appropriate technical 112"THICKNESS 3/8"THICKNESS EXPANSION JOINT FILLER 1"THICKNESS Specification Sections applicable to perform 4 the work shown on this drawing sheet. BOND BREAKER AGGREGATE BASE Notify Architect/Engineer of any 12"OF COMPACTED SUBGRADE 1'-2" 6" inconsistencies. /—o HEAVY DUTY HEATED CONCRETE SECTION (8") PROJECT#: ID2101MB 15 ;'SCALE NTS ID-4835-22 -' 1/2" EXPANSION JOINT SEALANT DETAIL 3/8" EXPANSION JOINT SEALANT DETAIL 1" EXPANSION JOINT SEALANT DETAIL q EXPANSION JOINT AT HEATED TO NON-HEATED SIDEWALK DATE: 04/06/2022 J1 J2 J3 17 L DRAWN BY: DMM/JRM (FORMED & SEALED) (FORMED & SEALED) (FORMED & SEALED) SCALE:NTS CHECKED BY: JTM 3/8"@ 5"SIDEWALK ©2022 RILE 1/2"@ 6"OR 8"PAVEMENT WATSON-BOWMAN RECESS=1/16"MIN-1/4"MAX JEENE SEAL PAVEMENT SURFACE v 1" 25FW SERIES ° N ° = FILL WITH JOINT SEALER V-6"SMOOTH DOWEL.1"0 FOR PAVEMENT a ° AND 3/8"0 FOR SIDEWALK.DOWEL SHALL BE EPDXY COATED AND COATED WITH AN M ° ° ° a a° APPROVED RELEASING AGENT SEALANT M ° ° 1.25 TIMES THICKNESS OF CONSTRUCTED JOINT 0 CLOSED CELL BACKER ROD 3/4"PREFORMED FOAM JOINT MATERAIL EPDXY ADHESIVE ° a PLACED SUCH THAT THE TOP OF CONCRETE ° THE BACKER ROD IS 1/2"BELOW a d SURFACE OR PAVEMENT d JOINT BOTTOM JOINT k k t t °d 1 ° n a d ASPHALT-FORMED AV N EXPANSION MATERIAL Ta VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA vviwo�wiw�io!v�wowwvw`wvw`w`wvw`�`wvw`wwv NSITE PLAN 1" EXPANSION JOINT BETWEEN HORROCKS DETAILS — J4 HEATED AND NON HEATED CONCRETE DETAIL J5 J6 _CONCRETE PAVEMENT CONTROL JOINT SEALANT DETAIL II-II 1 (FORMED &SEALED) (SAWED OR TOOLED) E N GI N E E R S — 2775 West Navigator Dr.,Suite 210 `,PAVEMENT JOINT DETAILS Meridian, ID 83642 0 SCALE:NTS (208)895-2520 0 Ciiii, 16 www.horrocks.com I I I I I I I I I I I I I I I I R1 3 — — 4 — — 5 — — 6 7 — — 8 — 9 10 — 11 12 13 14 15 16 — — 17 — — 18 — — 1 - - 2 - - 3 - - 4 - - 5 6 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 17 18 � Architecture nteriors Marketing � � Forensics .} A Aj(^I I�, �� 901 13th Avenue East,Suite B,West Fargo,ND 58078 701.293.5735 1 www,deco.com I I MATCH CONNECTING 6" V-6" V-6" GUTTER PAN ° ——————— ———— —— B Sg\ONAL EyG ° a B F \GENSLu FO�yF ° 2000 ° 4 ?¢ N 07/12/2022 0 °4Re 4 ° v LL d ✓y9TE or- mu ° 4 d d d 'TAPERED ° e 4 CONCRETE C N A STREET RELIEF ° N' ° a ° SPLASH PAD q N C 4 ° ° �nO d a c O ° mU m Z — — —� Z io Z — — — — iO Z e d ° ww w w V e W 4 V �R=6" d d ' d °°° a4 ° SCHEELS® 4 TYP. °4 4 ° ° e ° 4 4° ° ° ° ' ° ° d d ° d° 4 ° ° °d d d° d 4 D ° D ° d d ° TEN MILE _ CROSSING I d ° I 4 I � PLAN 6 d ° 4.5"OD BOLLARD ASSEMBLY W/TOP LOCK E °O POWDER COAT OSHA YELLOW ° ° d ° ' F 700 South O ° ° ° ° ° I d° 1"(nP) z ° ° Wayfinder Avenue HONED NATURAL STONE BOLLARD ° °4 _ MATCH HONED NATURAL STONE PANEL FINISH °\ ° <8" 4O Meridian, ID SET STONE BOLLARD OVER STEEL PIPE ANCHOR SLEEVE WITH 83642 4° 4 e LIDDED GROUND SLEEVE \° ° 4° SEE JOINT DETAIL J2,SHEET C.3.6 ' ° °4 ° 6"0 STEEL PIPE FILLED W/CONCRETE N �� a d 4 8"CONCRETE SLAB F MATCH CONNECTING ° ° ° F 4 F Yo ° GUTTER PAN N —— 2"AT OPENING F —°r_°° __ —T e ° ° d d SITE WORK & I I I i I P4TYP. � e � °4 I BUILDING SHELL d ° ° 5"CONC.WALK WITH HYDRONIC SNOW MELT 112"EXPANSION JOINT(SEE DETAIL 16-J1,SHEET C.3.6) ° (SEE DETAIL 13,SHEET C.3.6) d a d ° y d 4-#4X38"VERTICAL BAR - ° d ° ° REVISIONS O -----r io ° _ } 4e Q a � LL U G s ° ISOMETRIC G w 1'-4 g° 4,000 PSI CONCRETE _ 4 m e ° 4 d -4 ° "0 FOOTING FLUSH WITH SIDEWALK I 6-#3 REBAR HOOPS e 4 ° ° ° d ° d 1 ° 4 4 d d d //\ \�/ NOTES: ROCK TO BOTTOM OF BOLLARDOM DEPRESSED GUTTER ° 2"AT OPENING 1. FOR USE WITH STORMWATER FACILITIES WITH SIDE SLOPES. 2'0 SONOTUBE FOOTING FILLED W/CONCRETE O — 2. INLETS ON SLOPES GREATER THAN 5%MAY REQUIRE 2'WIDE 4"THICK CONCRETE SPLASH PAD LEVEL WITH SOIL THROAT. a° V SECTION A-A H d o VA 6"THICK ROCK FOR FRENCH DRAIN H TYPICAL STONE BOLLARD REMOVABLE BOLLARD DETAIL CONCRETE CURB INLET WITH WINGWALLS �$ SCALE:NTS �g SCALE:NTS 20 SCALE:NTS — I I I I J 2 6" J 6" V-6" 6" _ R=1/2" TYP m R 1"TYP LANDSCAPE = R=3 1/2" /VAA d 1/2")TYP K K Read and understand Specification 0 0 0 0 0 0 0 Divisions 00&01 and appropriate technical Specification Sections applicable to perform OO O O the work shown on this drawing sheet. Notify ArchitecUEngineer of any inconsistencies. O O O O O O O O O PROJECT#: ID-4835-2D2 I35-22 DATE: 04/06/2022 L L DRAWN BY: DMM/JRM CHECKED BY: JTM �6" �V�ERTI�CAL.FLOW THROUGH CURB AND GUTTER ©2022 RLE I I M M I I I I N — N SITE PLAN HORROCKS DETAILS II�II E N G I N E E R S — 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 Q Q (208)895-2520 CO3m `7 www.horrocks.com — 1 — — 2 — — 3 — — 4 — — 5 6 7 8 9 10 — — 11 — — 12 — — 13 — — 14 — — 15 — — 16 — — 17 — — 18 — - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 111111111 Architecture _ Interiors e a ° Marketing i ILIIIIIIIII Forensics A III � l i �ill 1 \�.�\ A h olll I c o II 1 ��\ p � 1 1 4`O 901 13th Avenue East,Suite B,West Fargo,ND 58078 I 1 r c 701.293.6736 owvw.rleao.com VI 2 I N E dI III 1 ��b \ I pI 011 I c III 1 I �� -�_top--- 0 50' 100' h o _tov SCALE:1"=50' I �I III LOD __toP-- -_ I tl I �\ B / It <oo I 1 `4° _-top B Q GENS � t �� Fp yF I III t� �\ 1 ��\ __toP- -- -_-� � G7 SHEET NOTES: 4 �P tII _ W �.� --- - G1 �� 200/� �i 01 _ \ \ N °a\\ .� __-+ov� --- ---------- 1. EXISTING GROUND SURVEY COMPILED FROM FIELD SURVEY N 07/12/2022 p �s� 257s o0 __SoP -__---' WORK COMPLETED BY HORROCKS ENGINEERS FROM JANUARY TO q Pr _-tom---_�3= -_ I � - _____-----_ ------ MARCH OF 2022. ✓,9 TF OF _fir-2576_ 1 \ LOD LOD LOD \ LOD LOD LOD LOD LOD 2 5-9 LOD LOD CQB Mow 0 ��25>525>s 2 V \ t I = ��i �-2572\2y j4 2511' ,(� _ ACT dl 7 � \COO � --_---- \ \�� I P \2S ti5 0 ^ 2 THE FINAL GRADING PLAN IS BEING REFINED WHICH MAY IMP ACT I t I 1 � \--__-- _ 2579.. THE MASS GRADING PLAN.THE MASS GRADING PLAN WILL BE rIt - - - -�' too - UPDATED AS MAY BE APPROPRIATE FOR THE CONSTRUCTION C go "'` .1 I BOTPOND2571.00 DRIVEWAY -� G7 \too DRAWING SUBMISSION. C �LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD si 3. PROPOSED CONTOURS ARE SHOWN FOR THE FINISHED GROUND. _2574_2573 TOP POND 2575.70�� ti501 P680 G7 2579 CONTRACTOR SHALL ACCOUNT FOR THE REQUIRED MATERIAL AND 2575 i _ STRUCTURAL MATERIAL DEPTHS.APPROXIMATE SECTIONS ARE SCFI E E L� z57s 3 _ ° SHOWN BELOW. o FG 2576.88 FG 2578.15 o FG 2579.43 osjs BOT POND 2579.31 1 G5 / V� c1 G1 4. A FORMAL GRADING PERMIT IS NOT REQUIRED FROM THE CITY OF p • 2578.63 FG 2579.80 G42881 2580 z5a1� MERIDIAN TO COMPLETE INITIAL MASS GRADING EARTHWORK.PER / e e/ FG 2577.50 "'' TOP POND 2581.95 ?582 " .•2580; LOD LOD LOD 2579 a, z s 25 PROPERTY BOUNDARY LINE CITY REQUIREMENTS,ANY TRENCHING FOR UTILITIES OR DRAINAGE ' f Sg D ` at ,� FEATURES CANNOT OCCUR UNTIL A UTILITY CONSTRUCTION PERMIT D z�°/' TEN MILE IS OBTAINED FROM THE CITY OF MERIDIAN. G� " _--- r 'F�25a2.42FG�z5a1 a � � 5. CONTRACTOR/OWNER SHALL FILE AN NOTICE OF INTENT(NOI) / e CROSSING i� 2518%� PRIOR TO THE START OF EARTHMOVING ACTIVITIES. I r P, _ oo /i, g / 2578 6. CONTRACTOR SHALL INSTALL BASIC EROSION CONTROL I - MEASURES SUCH AS SILT FENCING,CONSTRUCTION ENTRANCES, _s P. �� y, G. AND OTHER BEST MANAGEMENT PRACTICES(BMPs)PRIOR TO THE r / G1 / `Da��' R�PERTY BOUNDARY LINE i 1 j '•r I g START OF EARTHMOVING ACTIVITIES. E .,.'''�``' 2 FG 2580.97° .., E 7 ...�. 10 7. A FORMAL EROSION CONTROL PLAN WILL BE INCLUDED IN THE 700 South ryh�� _ FG 2578.33 FG 2579.39 FG 2580.63 / FG 2579 32 I •. •°G5 o`N S COMPLETED PRIOR TO THE START OF ARTHMOVI GI ACTIVITIES. G6 m .'A`�•�,NN , o Wayfinder Avenue 8. ALL EARTHWORK INCLUDING SUBGRADE PREPARATION, Meridian, ID -_ - to _ i"' J FG 2582.02 FG 258. STRUCTURAL AND OTHER FILLS,ETC.SHALL BE IN STRICT oP ACCORDANCE WITH THE MOST CURRENT GEOTECHNICAL REPORT. 83642 2579 o - i i \\ � � S�oP _ 9 THE EARTHWORK SUMMARY PROVIDED BELOW IS PRELIMINARY / psi /' _• `\° �/.�`pe /`.,� $ �` '°^ G2 p O" - ---z57a ----__ N o SUBJECT TO THE FINALIZATION OF THE OFFICIAL GRADING PLAN. , O � �In � --__ N ••^. F ®' ° - Ga 2516 - G5 G� S CONTRACTOR IS RESPONSIBLE TO INDEPENDENTLY VERIFY ALL F FUTURE LOT „ QUANTITIES AND CALCULATIONS. SITE WORK & 2574 ,j i / 25j4 A \� N 2579 G7 W], G7 I, G5 0 10. THE PROVIDED EARTHWORK QUANTITIES ARE BASED ON THE BUILDING SHELL - �j% per:: / • FG 2678.90 FG 2579.89 FG zsao.63 CONCEPTUAL BUILDING PAD , -- - S ASSUMPTION THAT ONE FOOT OF TOPSOIL MUST BE STRIPPED WITH - /i _^ APPROXIMATE FINISHED FLOOR ELEVATION:2583.2± Gs A SHRINKAGE FACTOR OF 20%APPLIED AS STIPULATED BY THE ° 0° �'�Gal �' �G4 G2i + GEOTECHNICAL ENGINEER. REVISIONS 9/ y / a � G4 APPROXIMATE PAD ELEVATION:2581.9_ ......." W 0 2579 . 519 ! N ` FG z581.53 FG 2530.55 11.ALL COMPACTED MATERIAL TO MEET REQUIREMENTS SET BY G7 ti Ga„: - 03 MAY 2022 PR 001 c �° - G2 _ tea' ry°m^ PROJECT GEOTECHNICAL REPORT PREPARED BY ATLAS TECHNICAL G 0 �¢ A CONSULTANTS AND DATED MARCH 10,2022.REPORT#B213477g 2 11 JUL 2022 PR 005 >s �2s)8 G7/tiy15 / APPROX.EARTHWORK QUANTITIES SUMMARY - r / L Y L i 11 I �/` 2h15 511 'G2 TOPSOIL STRIPPED(18-INCH) ±38,000 CY a �O I. / - .°••... ,' �`--' i CUT TO SUBGRADE ±400 CY DRIVEWAY B I �� ' , FILL TO SUBGRADE,(ASSUMES 20% 0 CY H �� -i ' G7 ' G7 SHRINK FACTOR) ±119,00 O + 56" [D •' 'I .tit FG 2580.93 NOTES: p �w I. FG 2579.18 / , FG 2579.98 n - H j a Ilpi 2y1p Loo_ LOD LOD LOD "'G2 - ° - G1 *ALL SURPLUS TOPSOIL TO BE STOCKPILED OFFSITE/ONSITE AT LOCATION / G4 p I III .. DESIGNATED BY OWNER FOR FUTURE USE IN DEVELOPMENT. .._ .-'T' ..- ....- ._ 1 -Cp A/ I - > i:G2 - - - a- �, o �" **SUBGRADE ACCOUNTS FORA 16"BUILDING SLAB,BUT DOES NOT ACCOUNT „y r�J G3'" Gg �'a "1 N _ o FOR THE INDIVIDUAL FOOTINGS,AQUARIUM TUNNEL OR ELEVATOR SHAFT i DEPTHS.SUBGRADE ALSO ACCOUNTS FOR AN APPROXIMATE PAVING o ,� ..,. ... ..._!. 0.36 /I 2515 o �\ G2 2578' Gq FG _2581.55 FG 258 _ MATERIAL AND STRUCTURAL SECTION OF 1.17' - I - I _- I I' UU FUTURE LOT --'- N ,' �2 G1 I II I , 2575 •` �� 2 sQ _ 25 9 --' G4 - G4V 1 I I ;, __ GRADING KEYNOTES - 3"ASPHALT PAVEMENT \ ^ FG% (PAVEMENT THICKNESS IN ACHD RIGHT OF WAY SUBJECT TO CHANGE - 2576i N J 2579.74 FG 2579.69 FG 2580.51 1- G3 -'��'� - PER ACHD INPUT) G7 3"ASPHALT PAVEMENT r 581.27 FG 2580.05 FG 2 _ 2 G7 �� 1 -G3 1 / G -- - o - 5 •' Gi TF 6"CONCRETE PAVEMENT r- FG 2581 20) 25812 .� 0 \\\y\ h1 2577 G1 FG 2580.03 --' G2 6"COLORED CONCRETE PAVEMENT i 25s 7 -`=� 258 y- -- 2 FG 2580.23 _ FG 2579.988 ------ - o S) / --__ __ _ - FG 2579.17 FG 2579.7 FG 2580.09 2580 - \�\ Jioe====-a =25_2577 0 _N BOT POND 2577.06 J - G3 6"HEATED CONCRETE PAVEMENT 1 roe-----roo- ---- - 0 ' _ - 0 2 _ ----- ------ 2581 2579 TOP POND 2579.06 h � 2579 258 � 58 _ \ _ .o _ _ _ _ __ i• __ G3 2• 't?tit' 6"HEATED COLORED CONCRETE PAVEMENT o s -\j - -- ----- '+'- -----_-- - -- � `'ram � � ' --- --- - ---- -- - - - Do�- Doi .'Deg� Doi Doi Doi� Doi Doi'- _-nm Boa____aaiao�------------ - ---- -°°�-- -sos�`--�-noz •Doi� ••Doi f Doi- Doi ao� ��• -Doi a� Doi Doi+ Doi ---------- - - -------- K �� ' `I II �I i 6"HEATED CONCRETE SIDEWALK PAVEMENT K ( ) Read and understand Specification SUBGRADE IS 12" 1.00' BELOW FINISHED GRADE Divisions 00 8 01 and appropriate technical Specification Sections applicable to perform the work shown on drawing Gs 8"CONCRETE PAVEMENT Notify Archit cU n Eng /eer of any sheet. inconsistencies. G5 8"COLORED CONCRETE PAVEMENT PROJECT#: ID2101 MB ID-4835-22 DATE: 04/06/2022 L Gs 8"HEATED CONCRETE PAVEMENT L DRAWN BY: DMM/JRM CHECKED BY: JTM NOTE: PROPOSED PAVEMENT SECTION DEPTHS ARE GREATER THAN ©2022 RILE REQUIREMENTS SET BY GEOTECHNICAL REPORT.UNLESS NOTED OTHERWISE,SUBGRADE IS 14"(1.17')BELOW FINISHED GRADE. I M M 0 GENERAL SPOT ELEVATIONS ON THIS SHEET HAVE BEEN REVISED N N MASS GRADING HORROCKS PLAN IIIII E N G I N E E R S 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 O °(208)895-2520 Cm4mO www.horrocks.com I I I I I I I I I I I I I I I I I I I R2 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 18 - — 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 111111111 Architecture IIIIIIIII Interiors o e a ° °k1 L Marketing � Forensics A A �?_ �l�. � ��J `O 901 13th Avenue East,Suite B,West Fargo,ND 58078 y c I N E V 4 701.293.5735 1 www.rleco.com 0 50' 100, SCALE:1"=50' B B o�S��GENSFO�yF 4� 9 �I 2000 t \ N 07/12/2022 p \ �yCTF of SEEPAGE BED E \ � oB Mo h \�� °III SEE SHEET C.4.14 z \\ I tl II \@\ I II \ \\ c , n c toP I II II °I III \\ I �0o�`Po -aP- gLDD�LDD` _l�__==____-- SCHEELS® � loP- III_ N�C°o I III D I�I I - � _�teP` -- ol�Rp h \I 25 too \\ \�\�; -.a - - I TEN MILE LOD LOD LOD LOD LOD LOD LOD 2Sj9 LOD LOD 91 II - �- I CROSSING It \ �hA �LOD\(oo __-/ '---- -__2 IIIII I I ¢I I I \• �� \ _ 579. _I9 1I 1 e1 I `__ <oo 11 1 1 S E SHEET C.4.2 2 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD E , E 700 South I 2 — o 2sj9 z I II I t--- -- --------- --- ----- . . W finder Avenue SEE SHEET C.4.3 2 SEE SHEET C 4 4 5g ay ° 2 0 2 E 7 7 LOD LOD LOD Meridian 5 ID SEE SHEET C.4.5 42 erl la 00 -2578 836 2 - . 2 _ r' --- s r e - p� 1 �_ m F •., s - - �R � moo r S. /oQ// \ 2S)) y5 8\ � \\ F 2578-\ SITE WORK & SEE SHEET C.4.14 ,SEEXX BUILDING SHELL °- 100 REVISIONS my C _ O ' ° 03 JUNE 2022 ADDENDUM#6 G I r A 4 2 / 6w\`"� - i, -P= P=- 2576. \` 257 G_ _ -_ � P _ �_ ■, >. Q 11 JUL 2022 PR 005 e oo y - -�ioa 1 �u`opw� 19 580 -fO�� t� � , t 2 v N -10•- - tl s .��o Ili - / - S I �r t .2574. ---____-- rn ui _ -- — f 1 _ i 2574 N _ p H �'i '/ H _ SEE SHEET C.4.13 SEE SHEET C.4.6 SEE SHEET C.4.12 :... ... �:< PROPOSED BUILDING >� ®:.: ;�.:.. .. ..... ..: �:. : . SEE SHEET C.4.11 — /�/ a (14 FOOTPRINT) 81 SF 19 d/ \ ,~� FFE 2583.20 � a \ 1 N 510 DRIVEWAY B z - o - I ---- I " °o I I Illllr I I I 7po II L — I I11�IIIII ti�� LOD LOD / I rl III I I. I I r <:is • r.......:: - o > - ;:i e \ �I It 0 c .1 .. t 'm \SEEPAGE _ly5 1 r r vv .v i Dot .va SEE SHEET C.4.9 EE SHEET C.4.7 K E SH 2576 SEE SHEET C.4.10 �, ®� K ET ® g Read and understand Specification o „ .•� $ appropriate technical \o _ -- z 2 ` z ®4 Divisions 00&01 and - :. \\\ I 0 Specification Sections applicable to perform / X.XP PP \ - - sheet. _•: .; ,r: "' "'�'" the work shown on this drawing Notify ArchitectlEngineer of any _- •; �: I inconsistencies. --2577 _-'O 25aA tih�� 2581 PROJECT#: ID2101MB 2 I I ID-4835-22 ---- -- o DATE: 04/06/2022 L R \\\\\1 ----- o I - ® _ °O F DRAWN BY: DMM/JRM __=� - =-Yoe ==� — _zsiOe2577-\ I 2r - - -- - - ti\\ �loo a roe ---�e I=- ^�-\ - _--- CHECKED BY: JTM - ----------------- v•.,\-t _\\_ __a -•- - -•-- - -- \ - - -- -- _ _ - - - - - - _ - o-=-r _ -- - --- ©2022 RILE - -_---- T ---- - - -- ---- - ---- --- - _ - _ _ _ f, - fir. __ -___ --- OOl 'OOl} OOl •OOl OOl DOl OOl OOI. OOl� OOl ❑l f DO] —I- ---__- - ____ —L101-_ -903`_`�___IIOI_-- f OOIT OOl O O Oi l `O l ------------ '•9Q]-_--------- - ------------4_ -s-s��-yr_z=-1,===- ---91----Q1--=-a-----°ot---y°o-----Q-- ----------�---- ------ -� - -�- v� M M I I N N GRADING AND DRAINAGE PLAN HORROCKS KEY MAP - IIII - E N G I N E E R S 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 °(208)895-2520 Cm4ml www.horrocks.com I I I I I I I I I I I I I I I I I I I R2 1 — — 2 — — 3 — — 4 — — 5 — — 6 — — 7 — — 8 — — 9 — — 10 — — 11 — — 12 — — 13 — — 14 — — 15 — — 16 — — 17 18 — 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 15 16 - - 17 - - 18 I I I I I I I I I I I I I I I I I I 111111111 Architecture Interiors Marketing m L Forensics A ''&� I1I A �?_ �Ii__. 901 13th Avenue East,Sufte B,West Fargo,ND 58078 'EOA 2575.61fME $C I N E ¢ 701.293.6736 1 owvw.rleao.com- TBC 2576.08t ME 0 10' 20' �o ° o \ STORM DRAIN KEYNOTES SCALE:1"=10' `� TOC 2576.17+ME \<oo B INSTALL STORM DRAIN CATCH BASIN TYPE 1(ISPWC SD-601) B <S DENS �C�y $` ` TOC2576.24tME op \<<°° GRADING KEYNOTES Qom° `\ AY' Fo P o° EOA 2575.71±ME �'- 02 NOT USED 200/ g /0 ;, _ --- G 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C.3.6 -R;,'✓ -- N 07/12/2022 p or- oc INSTALL SAND AND GREASE TRAP,SEE DETAIL 2/C.5.6 G2 6"REVERSE SLOPE CURB AND GUTTER,SEE DETAIL 4/C.3.6 ✓10, MURQ�1 TBC 2576.30 �Oo _,\ _;\\\ 0 �4� _ _ S. WAYFINDER AVE. 2 G3 NOT USED 2575.80tME Q \ -----___ ___ = 05 NOT USED G4 TRANSITION CATCH GUTTER TO SPILL GUTTER Q \ os NOT USED INSTALL 12"STORM DRAIN LINE \ \ EOA 2575.91+ME \ NOTE: \ \ p TBC 2576.52 \ PLACE ROCK CHECK DAM AT END OF CURB - / � \ � 1. CONTOURS ARE SHOWN AT 1'INTERVALS. AND GUTTER UNTIL DRIVEWAY CAN BE 8a (�(n os NOT USED \ EXTENDED IN THE FUTURE.SEE SHEET 2 7S>s ` 2. ALL SIDEWALK CROSS SLOPES SHALL NOT C.7.0 FOR ADDITIONAL DETAIL \ EXCEED 2%PER ADA REQUIREMENTS. D Q \o° 09 EXCEEDING THIS CROSS SLOPE WILL D oNOT USED TEN MILE RESULT IN REWORK. n n TBC 2575.45 op\\ ^\ EOA 2576.00tME \ 1 \r 2 70 INSTALL FLARED END OUTFACE,SEE DETAIL 4/C.5.6 CROSSING p TBC 2576.75 °j I \ EOA 2576.10iME 17 INSTALL 8"STORM DRAIN LINE IRR 1 G1 E 2 \\\\ rO°\\ p a N EOA 2576.28tME SDCB57 01 RIM:2576.79 700 South TBC 2577.34t ME E \�\ \P INV OUT:2573.96 12" E `y o EOA 2576.72±ME t� \ EOA 2576.42tME EOA 2576.54tME Rlv TBC 2576.97 TBC 2576.91 SSGT 03 RIM:2577.79 Wayfinder Avenue rop 77.79 INV IN:2573.9312"(W) - I \ TOC 2576.96 N -- ------ - --- roP \° - INV OUT:2573.58 12"(N)- DRIVEWAY C ^ 2577 \ TOA 2576.63 07 SLF OF 12"S.D.@ 0.50% p _ \\� \� � - Meridian, \\ s ID TBC 2577.21 _ 83642 \r p \ G2 TOC 2577.27+ME O O TOA/HP 2576.60 t F ram\\\ \\roP\ p p ---s TBDC 2576.78 S F ----8`9- --So a S _00_ - -2S>6 7.25 5.5% F S 7 TBC 2577.41 roe\\ roP� TOC 2577.10 TBC 25 TBC2577.06 Gq W p S SITE WORK & p _ _ S p a p to. � 830 - - - - -- - - -- -- - - I ------ -, --� = I _ TOGC BUILDING SHELL 2577.,? to Q o p REVISIONS 2S \ �\ \\roP a TO 2577.22 h m I TBC 2577.15 I >> �\ �roP\ a TBDC2576.80 moo S `2577 p 4 p ,'1°\O "p 07 16LF OF 12"S.D.@ 0.50%o \oo L LLI Q 29 APR 2022 ADDENDUM#3 �roP\ \rPP� ` I TBC 2577.17 TOA 2577.00 I -� G 2576 TOC 2577.37 TOC 2577.31 o G vtop J & 11 JUL 2022 PR 005 I ° Grp\ 2575 a I) I TBC 2577.20 G1 \\r°°� \\to.\ 2574 IRR RR I IR IRRf2' IRR RR� 25 TOC 2577.49 I 5 I >Q TOC 2577.38 L, - P� I CC � \roe � 2572 ri p i I G op� M 25>8 toe ton -2571 --GB-- I r \`-toe- to 1.8% --GB ----GB---- B- __ GB-----GB-- I °O 333% - p---eop--_ TBC 2579.39 TBC 2577.23 _�' - top--- - mn-- wv--- --top I I J H I > --toe--_ - - tII ?5g -- ---top - --- °+- -dot top- --- ---top---to ---top --ton--- n--{-dw---tlojr--tlw�-- °o---tloj H --roe__ I dw---aw--- � --toe---- roe- --we-- 5 0 II I - toe--- - --- - -- - ----- ----me--- toe-- -toe-----toe ---;roe----Te--�--roe-----toe--- -tce- TBC 2579.37 E E OF POND p 2T7.18 G7TOC 2577.28 OC 257 ° v o° G4 �� p I I 33.4% 2 TOA 2576.89 a TBC 2577.03 I a o g 19.5% N I I I BC: G4 G2 N TBC 2579.41 \ TBC 257 .42 G2 - GI v 3 POND A I I 1 � 2 TBC 2576.69 ^ a a W I I I \ N \\\ \7� 2 / QO y �� BOT 2571.00 � `� o TBC 2576.55 i Q I 2576 G1 \ N ry \ f \\ 2 2 G7 ?s I G1 TBC 2579.07 07 TBC 2577.35 b, TOC 2576.31 90 TBC 2578.72 O SDFE-E �-.._.._.._.._. - 2 G4 I 64 TBC 2578.11 TBC 2577.73 G4 t° INV IN:2571.79 8'(NE)TBC 2578.72 I p I f3 TBC 2578.26 TBC 2577.24 I p � TBC 2578.57 N TBC 2578.65 13 2% 33.3% I L, p t I K TBC 2579.13 2 2 02 17 3S a I G2 2 2 <FOF "or I / Read and understand Specification G2 B$° TBC 2575.85 / Divisions 00&01 and appropriate technical TBC 2578.78 TBC 2578.16 2 @°7.3 0 / Specification Sections applicable to perform Gq TBC 2578.72 G7 G4 2 TBC 2577.9 G4 TBC 2577.41 I 7 SDCB-Q% 01 �N / the work shown on this drawing sheet. G7 p t Notify ArchitecUEngineer of any o p !� RIM:2575.29 INV IN:2572.258"( \`. ) ,L polo 2�1° 0' n N I .INV OUT:257225 (SW) / inconsistencies. N a\8o PROJECT#: ID2101MB 0 ID-4835-22 p O DATE: 04/06/2022 S A L a a I 1.Doo i g L DRAWN BY: DMM/JRM TBC 2 p CHECKED BY: JTM � 575.79 / / ©2022 RLE 2 SDCB-R RIM:2575.29 07 INV OUT:2572.61 8"(SW) I I TOC 2576.79 \ I f 2�10 �,� TOC 2576.68 I 7 i / M "% \� / M 2 I I � 2516 m TOA 2578.98 a G1 0 / I I o p � w a TBC 2576.53 / 2 2 GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS,CONTOUR LABELS,STORMDRAIN INVERT ELEVATIONS,AND SELECT TOA 2576.39 / STORMDRAIN PIPE SIZES HAVE BEEN MADE,AND ANNOTATION UPDATES HAVE BEEN MADE FOR GREATER CLARITY N N GRADING AND HORROCKS DRAINAGE PLAN MATCH LINE - SEE SHEET C.4.3 E N G I N E E R S 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 °(208)895-2520 CAI www.horrocks.com I I I I I I I I I I I I I I I I I I R2 1 - - 2 - - 3 - - 4 - - 5 - - 6 7 - - 8 9 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 18 - - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 111111111 Architecture R R O o Marketing 1 L 111111111 0 s Forensics 106 A \ m �`® I � A <pO N TBC 2576.53 \ `O 901 131h Avenue East,Suite B,West Fargo,ND 58078 COO \ y m c I N E F'¢ 701.293.5735 1 mm.rleco.co \ 0 10' 20' (pp \ B °p\ B o�S��GENSFO�yF \`°°� GRADING KEYNOTES 20000 V N LOp LOD \ 07/12/2022 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L N� �O TBC 2580.30 c7 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C.3.6 - ✓9CTF OF TBC 2577.88 oB M0 c2 6"REVERSE SLOPE CURB AND GUTTER,SEE DETAIL 4/C.3.6 G \ --------- ------------ -- G3 NOT USED G G7 2511 2 c1 ca TRANSITION CATCH GUTTER TO SPILL GUTTER ry51$ _ SCHEELS® ry TOA 2577.06 _ 2 _ TOA2577.74 DRIVEWAY A TOAzsao.,s D D TEN MILE I I TBC 2578.58 CROSSING c1 TBC 2577.88 � 0� ° TBC 2578.37 `l'' ° d a 33/ f E G7 700 South 2578.02 TOA/TOC 2580.08 \ TOC 2578.54 TOC 2578.72 TBC 2580.16 TOA/TOC 2581.02 W ayf fi n d e r Avenue \ d ° a TBC 2579.03 G7 ° d I 1.6% Meridian, ID I TOAITOC 2579.91 d ° 1.2% I 83642° \ TOC 2578.13 ` TBDC 2580.49° ° TBC 2581.44 m \ TOC 2579.18 TOC 2580.42 9� 7.3% h \ TOC 2578.65 TOC 2579.00 ° d Li NOTE. N \ ° ° Q d ovao + 1. CONTOURS ARE SHOWN AT 1'INTERVALS. F \ o 7 TOC 2578.83 a } ° d }� d d 0.8% e 1.2% �• -32%.° F o d I°° ° ° ++ 2. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%PER ADAREQUIREMENTS SITE WORK & d o EXCEEDI TOC 2579.11 ° NG THIS CROSS SLOPE WILL \ I _ d TRENCH DRAIN CONNECTION-G + + RESULT IN REWORK. BUILDING SHELL 0\ TBC 2579.62 N TOC 2580.50 O8 RIM:2580.61 d + + _ TOC 2579.28 INV OUT:2579.42 8"(SE) + ,.i+ N TBC 2577.61 \ TBC 2577.72 TBC 2578.92 TBC 2579.02 TBC 2580.22 TBC 2580.60 ° V TBDC 2s80.99 + + + +++++ REVISIONS d ° TBC 2581.23 + + d+ w R' 2 7/° 0 29 APR 2022 ADDENDUM#3 � 2 \g TBC 2578.95 TBC 2579.07 G� ° ° 'p511 BC 2577.65 o T TBC 2577.76 � G7 \� \ 2 \ "\\ \I G G7\I G1 TBC 2580.75 a +BC +++++ G Q 11 JUL 2022 PR 005 C4 G2 2 G2 c1 dq d ° 4 T 2s81.56 + + 44 ° 4 Q + + + V 3.01/. ° + + I T+ W° d ° a + LU - W - W 2 ° d I = STORM DRAIN KEYNOTES '= TBC 2579.39 TBC 2580.36 TBC 2580.52 + 4 + y I TBC 2578.00 BC 2578.11 TBC 2579. 47 LLI ca Ga o +�a+++ W 01 NOT USED W ------------------- ---- - ------ �•S _ G7 d ° W H N a ° ° ++++++ W o2 NOT USED H 0 4 W I d ° d 4 G2 a++++ Z -'------------------ + + = z + + + 04 NOT USED FTBC 2578.64 Gq TBC 2579.69 \� TBC 2580.96 a d g d ° +++ + Q Q 251a \ C G4 2 v d d + + CC c TBC 2578.64 TBC 2578.73 ° 4 + +°+ G ca os NOT USED TBC 2 9.71 TBC 2579.82 TBC 2581.63 TBC 2581.10 + + + TBC 2580.94 d ° + + I d d ° d 4 +++ 06 NOT USED ° 2 G2 2 G2 �° ° + + 2 c2 2 G1 2 °d ° +++++ 07 NOT USED G7 d d N + + + _ ° s vA z G7 ° ° +++++ OB INSTALL TRENCH DRAIN,SEE DETAIL 1/C.5.6 TOC 2578.94 - - d ° ++1Q++� TBC 2579.94 d d ° ° _ I� 2519 _$ 4 d + 1. + + J a ry5g0 N ° 4 ° +1.8% + J �o TOC 2579.02 1g TBC 25 .05zb+ � .y5 0 +TBC 2581.06 4 + �+ + I + +d ++ N 2 2 G2 G� ° ° + + I- + d d ° Q TBC 2581.76 + + A + d d + + + TBC 2579.24 TBC 2580.1 K TBC 2580.28 TBC 2581.18 TBC 2581.24 °d d ° +++++4+ K TBC 2579.32 Ga o G7 z Ga G4 ° 4 Q ++++o-++ Read and understand Specification TBC 2579.25 TBC 2580.31 TBC 2581.24 4 + + + Divisions 00&01 and appropriate technical ° + + + Specification Sections applicable to perform d d d d + + + the work shown on this drawing sheet. Notify ArchitecUEngineer of any + 4 + inconsistencies. w TBC 2579.92 d d 1qO° ° ++d ++ + d ° � + PROJECT#: ID2101M6 d + + ID-4835-22 a + + DATE: 04/06/2022 � _ TBC 2 0.72 TB 581.35 ° + + L z G4 0 2 G4 �, z ° + + + L DRAWN BY: DMM/JRM ci �� c4 4 d 4 ° TBC 2579.95 TBC 2580.02 TBC 2580.78 a d ++++°++ + CHECKED BY: JTM TBC 2581.35 TBC 2581.39 + + TBC 2580.70 �� ° � TBC 2581.90 + + + ©2022 RLE ° + ° + �qo I 2 2 G2 2 \ G2 ° d +++ ++G7 + ° + ++ d °Q + + d M TBC 2680.82 TBC 2581.43 ° + + + ° 2 M TBC 2581.49 ° + + GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS,CONTOUR LABELS, + + + STORMDRAIN INVERT ELEVATIONS,AND SELECT STORMDRAIN PIPE SIZES HAVE -----GB---- GB-----GB- ---GB--- ----GB- GB-----GB ----GB--- -GB-----GB ----GB---- GB-----GB ---GB--- GB-----GB- ---GB---- GB-----GB-----GB----- B-----GB - -GB----- - --GB--- -GB-----GB ----GB---- GB-----GB- ---GB---- B-----GB- ---GB----- B-----GB- ---GB---- GB-----GB- ---GB-- - --- + + d ° d ° BEEN MADE,AND ANNOTATION UPDATES HAVE BEEN MADE FOR GREATER CLARITY TOC 2580.14 TO 2580.20 TBC 2580.76 ^� z a 67 d d +++°+ 25B° 2 El 2 G7 2 4 + + + N 2 i+ +. + t:::� 2 2Sg0G2 in + + c2 d � + + d + + g t3% TBC258z.02 ° ° < + 4 + + + k d++ N GRADING AND TBC 2579.75 TBC 2581.48 d ° Gr,_-- +`- -.+ TBC 2580.55 ° + + + HORROCKS DRAINAGE PLAN TBC 2579.82 TBC 2581.53 ° T + + 257g TBC 2580.63 G4 2 ` G4 2 .9 c4 2 br 4 ° ++ 4+d+4 II�II TBC 2579.65 ^\/ TBC 2580.51 �� rsc zsa,sa + + + E N G I N E E R S ° ° 2775 West Navigator Dr.,Suite 210 +++++ Meridian, ID 83642 Q ° ° + + a+ Q SEEMS So SENSESENSE SEEMS SEEMS OMENS OMENS SENSE SEEMSSEEMSSEEMS So (208)895-2520 CA3 MATCH LINE - SEE SHEET C.4.11 www.horrocks.com I I I I I I I I I I I I I I I I I R2 1 - - 2 - - 3 - - 4 5 6 7 8 9 10 11 12 - - 13 - - 14 - - 15 - - 16 - - 17 18 - - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 � Architecture nteriors a O Marketing ---top_ Forensics A % - __�oa-= _ ------------- -- FN IF A ,r^Hs, V&V-- cT ¢`O 901 13th Avenue East,Suite B,West Fargo,ND 58078 'to,° ` E vaww. -- 2581 I N � 701,293.5735� rleco.com ~25>9®"S"'-2S81- -top _= --__- / - _ - 0 10' 20' -lop- ---- teo- -_ ___t _loD-- - / � --___- _ ___--2580 SCALE:1"=10' -- - _- - --- toP--_-IOV-_--t°P---toP---t°P-=-19P-==-t°P---�P---�P--- -t ___ __ - NAL -- B ___ ---- -- B / � SC�\O FN(tj -- ----- -- -------_ ------------------------------- / / O� ��GENSFO�yF ------ _- -- ------------------ � GRADING KEYNOTES 2000 �LOD too too too too too too too too too Loo to 07/12/2022 O LOD-COD G1 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C.3.6 A P•r Loo i � z ✓.9 TEOF\� �d \Loo---LOD G2 NOT USED COB MURe \/OD --- ---------------- -------------------------�------- TBC 2581.63 --------- TBDCZ58T.60 --- --` /Oo / - TOA EP 2580.98 \t -'---4 I G3 NOT USED 0 O \too NOT USED 1 too SCHEELS® ------------------------------------------------------------TOA 81.4-------- 25 __-_-- C o0 <pD ------------- D TEN MILE TOA EP 2580.72 TOA 2581.35 \`OD\ CROSSING OO I Qqyq E TBC 2581.82 700 South a/ TBC 2581.63 \Loo_ E TOG 2581.97 w/( TBC 2581.60 'Do LOD LOD LOD LOD LOD LOD LOD TBC 2581.56 TOC 2581.74 TOA EP 2580.44 TBC 2581.49TOC 2581.51 m1 TOC 2581.64 ry� OTA EP 2580.29 Wayfinder A ven ue Meridian, ID 4.4% -------- 83642 ++°t° + ° ° NOTE: + 2 1. CONTOURS ARE SHOWN AT 1INTERVALS. ++ + -2581 C^?�� ° F + + tr`„ /a a4 2. ALL SIDEWALK CROSS SLOPES SHALL NOT F QQ + + TOG 2581.75 a EXCEED 2%PER ADA REQUIREMENTS. SITE WORK++ TOG 2581.66 2680 °. ro tj EXCEEDING THIS CROSS SLOPE WILL (JC TBC 2581.46 RESULT IN REWORK. TBC 2581.23 BUILDING SHELL � 2 � _ 22LF OF 8"S.D @ 0.50% 71 a ° 4 _a TOA 2580.81\_ - W W REVISIONS f TOA 2580.66 -j N TOG 2581.a3 G7 SDFE-D ° y 0 29 APR 2022 ADDENDUM#3 70 TBC 2581.35 INV OUTFALL:2579.31 8"(NW) Q o G M a a m r W G Qz 11 JUL 2022 PR 005 TBC 2581.39 TOG 2581.52 N 0 EDGE OF POND �s� ° c W Uj POND C Z LU W I a ° a roc zsa2.o1 25.0% BOT 2579.31 4 TBC 2580.96 J I y ` ° ° '° 2581 W TBC 2580.80 0 H yW 2 4 ° 2582 TOG 2582.09 N ---- CQ 2 70 SDFE-B 2 10 a a s G H a a 'lo INV OUT:2579.31 8"(S) O SDFE-A STORM DRAIN KEYNOTES 4 a a W INV OUT 11 O INV OUT:2579.31 12"(E) TOG 2582. ° NOT USED Z INV OUTFACE:2579.31 8"(S) v? 4 ° d a a ` TOG 2683.00 4 ° J + 2580 + + $ + + TOO 2582.19 oz NOT USED x TOG 2581.80 2581 o N + + CQ 7 7 19LF OF 8"S.D.@ 3.67% TOC 2583.00 G 2582 07 601F0 TOG 2582.36 +a TOG 2582.40 ° 03 NOT USED TOG 2582.44 R 1.4%4 + + + e + + 4 + + +° + + + + + o /11'+ + o� r 0° os + ±-_ �2! 2�12" + + +° + + + ,ri + + + + + +o + a + + + + + + + + + + + °+ + +a + TOG 2583.in + I SD oa NOT USED RI+i + INV ° + + a+ + + + + + + o + TOC 2583.10 U TOG 2583.10 INSTALL CLEANOUT AND COORDINATE ROOF DRAIN 2 oO Toc2582.as + + CO, 05 CONNECTION WITH MECHANICAL WHERE APPLICABLE ¢� FG 2583.18 CIO + +� TOC 2583.06 � o' - - '-TOC 2583 10 ro FG 2582.70 INSTALL 8"x8" LANDSCAPE AREA DRAIN(NDS BASIN WITH o ti5$� FG2583.1s + FG25s2.7o -_ FG2582.70' + \ FG2582.70 os CAST IRON GRATE),SEE LANDSCAPE ARCHITECT PLANS FOR TO C 2581.82 4 2 GRATE DETAIL. TOC 2583.20 TOC 2583.20 "' OS RIM:D2583.14 � TOC 2583.20 TOG 2583.20 INV OUT:2580.00 8"(N) ----__ 07 INSTALL 12"STORM DRAIN LINE J4 RIM:257 O6 2578 _ os INSTALL TRENCH DRAIN,SEE DETAIL 1/C.5.6 J RIM:2581.71 _ INV IN:2679.49 8"(S) '--___ , O INV OUT:2679.49 8"(N) i os NOT USED �ry _,-' �o INSTALL FLARED END OUTFACE,SEE DETAIL 4/C.5.6 2 INSTALL 8"STORM DRAIN LINE K K TOC 2581.98 Read and understand Specification Divisions 00&01 and appropriate technical M Specification Sections applicable to perform TOG 258.08 the work shown on this drawing sheet. + Notify Architect/Engineer of any I + + inconsistencies. I+ � 2 coinconsistencies.+ + + + + + FG 2582.71 TOC2583.10 F FE 2583U20 � PROJECT#: D2 ++ + . + 835-2 + 93 04/06/202 2 4+ O (=TO+ 2. L + + + + +I + + + + TOC25 L DRAWN BY: DMM/JRM + + + + 4a + CHECKED BY: JTM ++ +a++ + + + + 1>01+ + + + T C 2582.2 ++A+ + ++ \ ++ ++ + TOC 2s83.20 + o// I + + + + + + t + + + + + C 2022 RILE+. I + + + + + + + F r + + TOG 2582.07 0 + ++ +++++++ 2.0%, ++++.i TOG 2583.20 + + + FG 2582.70,, v I + V + + °+ TOG 2583.20 + + + + + 0 I + vi I TOC 2582.82 ,ET + + 1.6% + + M + -- i TOC 2582.94 f/++++. +++� + +°+++++ +++++ M 2 6% + O �� ++2.1++ ++�+++++++++++a +++++`� LL TOC 2583.03 a `O TOC 2583.09 + + - + + + + + + + + ] + + GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS,CONTOUR LABELS, TOC 2583.10 T + + +0 + + + + STORMDRAIN INVERT ELEVATIONS,AND SELECT STORMDRAIN PIPE SIZES HAVE + + TOG 2580.79 + + BEEN MADE,AND ANNOTATION UPDATES HAVE BEEN MADE FOR GREATER CLARITY + +a TOC 2582.96 + + � O + + TOC 2583.03 F + �+ + 2 + + TRENCH DRAIN CONNECTION-J +++ + + + 1 LSAD-12 Us RIM:2580.79 2 2579.84 5 . O8 INV OUT:2577.10 8"(S) + + + + No I INV IMT:257.8"8"( ;j + 11. /° V N + N I INV OUT:2579.84 8"(N) TOC 2583.10 TOC 2583.20 , FG 2582.70 N I 0- + + a U + + + 1 + GRADING AND FG 2582.69 + +++ C.4.5 + + + + FG 2582.70 +++ + TOG 2580.79 + DRAINAGE PLAN I + TOC2582.96 + + HORROCKS TOG 2579.20 I I TOC 2580.33 � II�II � I TO 2579.36 TOG 2580.03 - + + + + + +TO C 2580.92 E N G I N E E R S - ------- ---- + +0 + + 0+ + + a + L1r + +++++++ TOG 2580.03 +. + + +�+TOC 0+ + a 3.7% + + +Z+ ++�+ ++-+ a+� + - -- ram+ � + + + + + + + + + _ +� + + + 2775 West Navigator Dr.,Suite 210 O 42.5% + + 3.7% a + + 4+ + + °+ +77+19LF OF 8"S.D�@6.00+� + -+ a +� + +a+ +$+ + +a+ + + + Meridian, ID 83642 + + + + + +++ + + � - Cm41A (208)895-2520 MATCH LINE - SEE SHEET C.4.11 MATCH LINE - SEE SHEET C.4.6 www.horrocks.com I I I I I I I I I I I I I I I R2 1 2 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - 15 16 - - 17 - - 18 - 1 2 3 4 - 5 6 7 8 9 10 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 Architecture � nteriors o g a Marketing s L111111 Forensics A hN Ih A ,r^Hs, V&V-- ----------- ----/ - 901 13th Avenue East,Suite B,West Fargo,ND 58078 ¢� - 701.293.5735 1 www,deco.com 0 10, 20' 2579 SCALE:1"=10' SS\ONAL FNC B B O� �\GENSFO�y GRADING KEYNOTES a� 2000 N 07/12/2022 p G1 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C,3.6 9 P_Z. ✓ TEpF\� d Gz 6"REVERSE SLOPE CURB AND GUTTER,SEE DETAIL 4/C.3.6 9COa MURe� IG3 NOT USED C 2 C -LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD- Ga TRANSITION CATCH GUTTER TO SPILL GUTTER I TOA EP 2580.11 TOA EP 2579.59 TOA EP 2579.00 TOA EP 2578.63 TOA EP 2578.25 S C H E E LS® I I D I ............... N. D cv Nf TEN MILE DRIVEWAY A I 25>e CROSSING 2 TOA 2579.96 TOA 2578.62 s E 2 i F 700 South SDCB-Y 01 TOC(fOA 2580.05 N i _ W ayf fi n d e r Avenue RIM:2580.13 - � G1 INV OUT:2575.99 12"(S) TOC/TOA 2579.92 `' TOC/TOA 2579.27 _ Meridian ID TBC 2580.62 Q Q ° ° Q 4. 4° TOC(rOA 2579.53 07 83642 0.4/o TBC 2580.14 1. CONTOURS ARE SHOWN AT 1'INTERVALS. d 4 ° TBC 2579.51 ^° NOTE: ro� 4 d 4 Q ° ° �� TBC 2579.14 a TBC 2578.77 0.56 a ° dQ d d � TOC 2579.81 F ' 2581 d of TOG 2578.91 2. ALL SIDEWALK CROSS SLOPES SHALL NOT F Q d d Q a _ ° 4'J 4 ° EXCEED 2%PER ADA REQUIREMENTS. ° n ° 422% ° 0.8% 0.8% EXCEEDING THIS CROSS SLOPE WILLSITE WORK & TBC 2580.28 p"�~ i � d Q � d ° ° - Q a d. � d RESULT IN REWORK. BUILDING SHELL \ 4 2S ° ° d TOC 2579.91 - W ° ° Bp TOC 2579.01 = ° ° ° TOG 2580.51 TBC 2580.58 d ° ° Q REVISIONS W 2582 � d In Q LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD- W ° 19.8' Al 29 APR 2022 ADDENDUM#3 G G W TBC 258 .27 O7 �_ __� - ° ° g Q 11JUL2022 FIR 005 � TBC 2583.27 0 d � ° W 0.0% Q 18 SD-MON WELL-D Z ° MW _ ° ° ° o d G2 N Q d N 1 LL ° Q CQ ° d 4 d Q N o G ° ° H I ry/ STOOP LANDING AREA 2 H ° 4 ° °_-l-c� ---ce-- ° a�---ce--��-ca �� (SEE STRUCTURAL PLAN) Z6± CRETE WALL STORM DRAIN KEYNOTES 2 4 4 d �_____ _____ o I d° 4° 4 d i 1.8±% 07 INSTALL STORM DRAIN CATCH BASIN TYPE 1(ISPWC SD-601) / ° ° 4°4 i _ ° TBC 2581.09 _w �" ° a SDMH-A 2 4 TBC2581.59 ° ° o LOADING 02 INSTALL STORM DRAIN MANHOLE(ISPWC SD-612) I 06 ° d INV IN:8L95 02 1 d Q DOCK TRENCH RIM,258 90 Q d ° 4 d ° INV IN:2574.52 8" O ° d° d N DRAIN RIM:2581.90 d ° INV IN:2574.52 8"(W) Q A(ji N INV OUT:2578.27 8"(E) G2 ° Q 4 d INV OUT:2574.19 12""(SE) a Q ° Q Q r Q 03 NOT USED p4 26% I d 4p ° ° G1 Q ° °. 4 d 04- \/ i 04 INFILTRATION TRENCH SEEPAGE BED,SEE DETAIL 2/C.5.6 d d 11 751_ OF8"S.D.@5.00% ° SD 4 °. 0 a12, - Q 4 a ° ° d '6 ° /\ o OS NOT USED �S8? ° �.0% ° ° Q d m o / \ 6.67' \// INSTALL 8"x8" LANDSCAPE AREA DRAIN(NDS BASIN WITH G2 ° a rsc zssl.zs 4 I W o I 34.3' os CAST IRON GRATE),SEE LANDSCAPE ARCHITECT PLANS FOR ° Q w o i g GRATE DETAIL. ° \ TBC2582.68 ° RAMP SECTION DETAIL 1 R, ° d '/o 07 INSTALL 12"STORM DRAIN LINE 4 ° ,� C.4.5 NOT TO SCALE TBC 2582. W / J ° (�/) �- ° ° (TBc 2581.41' 4 ' N OB NOT USED Q ° d G2 Q TBC 2581.72 3.5% Ga 2 ° ° °r' NOT USED d GUARD RAIL Q TBC 2581.60 a El El ° a 'n ° d // a - (SEE ARCHITECTURAL PLAN) 4 20° 4 d a 44 $ ° 4 d 10 NOT USED Q4 4 a , + + + + + + +4 + ++ + + + + + ° ° 4 07 d + + + + + + + + +d+ + }4 + 0/ i K + + + + + + + + + + + +Q+ +a ° d ° d 11 INSTALL 8"STORM DRAIN LINE + + +I + + + + + + + + + + TBC 2582.70 a ° ° �` Q ° ° i 2 2.0 + + + + � + + + + Q+ + + �+ TOG 2582.20 ° d ° O.o ° //\\ EjNDING AREA2 K + + 2.0%+ + + + + + + + + + ° 4 � P OF LOADING DOCK Read and understand Specification ° 1 ° 12 INSTALL 21 STORM DRAIN LINE p ° Divisions 00&01 and appropriate technical zi ° Specification Sections applicable to perform + + °+ + + + + 4+ + + + + .. ° °Q the work shown Sections this applicable sheet. + TOC 2582.71 + + + +TOC 2582.28d Q ° O ° ° Q d 4 ° 4 13 NOT USED Notify work h own on this r of any + + + + + + + + + + + _11/ } TOC 2582.72 + + + Q Q ° + + + + + C d d 4 ° 4 �� } d - ° \/ i + + } } }d + } }d } } + + + ° a ° a d 4 ° 3 j/ � Q inconsistencies. 4 i � ++} TOC 2581.05+}+.+++.+} + TO 2582.28 + 2 r%d ° ° Q ° ° Q d d a Q° d 1a NOT USED + + + + + + + + + + + + �� d dQ a PROJECT#: ID-4835 + + + +° + + + + + � + + + + + 4 d ° ° I iN 1/2"CONSTRUCTION/ISOLATION JOINT 2 ID-4835-22 d+4.6% a+ + + +4.6% + + + + + ° ° 4 d4 ° TBC2581.55 L + + + + +� 4 + +m d+ + + + + + d ° (SEE DETAIL 16-J1/C.3.6) DATE: 04/06/2022 ° d d o LOWER LOADING 75 NOT USED + + + + + + N t + + + d d 1z / DOCK L DRAWN BY. RM + + + + + + + + + TOG 2582.21 °d \7 Q ° d ° ° Q DMM/J TOC 2581.04 d °d ° y + +TOG 2582.71 + + + + + + + d Q ° 0.0%_ } + + + 4 + + + + + °+ Q 2 r% ° d °° ° NOT USED CHECKED BY: JTM 18 i o i �11NS' ©2022 RLE 4 Q ° @� a (SEE STRUCTURAL+ 2ro+ + ° ° O NOT USED + * r r ° ° +� d ° d + O + + + + + . + + + + + + ° d 4 ° ° ° 4 Q` ° d ° d � � N + + + it + +N + + + + + 4 ° ° 10 5% ", 17 + TOC 2581.27 + + rF + A + °+ ° 4 d 15' �4D + d+. + + 3.7% + + TOG 25822f Q ° d 44 ° Q o o 78 NOT USED + + + + ° ° d d i WIDTH PER STRUCTURAL PLANS TOG 2581.28 + + + + + TOG 2582.21' - ° ° 4 Q 4 d w 2 + + + + + + + + + d Q 4 ° 4 i 2 RAMP SECTION DETAIL 2 M + + + + + 6 NowC.4.5 NOT TO SCALE 19 INSTALL MONITORING WELL,SEE DETAIL 8/C.5.6 M MATCH LINE - SEE SHEET C.4.6 I_ I A2 2 GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS,CONTOUR LABELS,STORMDRAIN INVERT ELEVATIONS,AND SELECT STORMDRAIN PIPE SIZES HAVE BEEN MADE,AND ANNOTATION UPDATES HAVE BEEN MADE FOR GREATER CLARITY N N GRADING AND HORROCKS DRAINAGE PLAN II�II E N G I N E E R S - 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 Q Q (208)895-2520 C0411 www.horrocks.com I I I I I I I I I I I I I I I I I I I R2 1 - - 2 - - 3 - - 4 - - 5 6 7 - 8 - - 9 - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 - - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - 7 8 9 - - 10 - - 11 - - 12 - - 13 14 15 - 16 - - 17 - - 18 111111111 Architecture Interiors Marketin0 MATCH LINE - SEE SHEET C.4.5 jv ,.&,. L� Forensics A + + I-F + + v ��A GJ�fpi1 + + TOC 2583.20 + + + 11 51 LF OF 8"S.D @ 0.50% TOC 2580.41 + + + + + + + + - @ ° ° Q 2 A I V I ✓ + +4 } + + + + + + + TO-2581.50 d 127LF OF 8"S.D. 1.50% 11�� I�'_' 7 + + 4 +Q+. + + + +° + + + + co ° d 16 SOLF OF 18" .D.@ 0.50% --� �- z +-t°+ + + 'SDCO-B 73 + + + + + + + °.° O d ° d- + 2 + + + + + + + ° d ° ° 9D1 13 h Avenue East,Sutte B,West Fargo,ND 58078 + + _RIM:2681.07 O + + + + + + . + + Q ° 2'1 ° SDMH-B S&G TRAP-A O C 701.293.5735 1 owwv.rleco.com+L+� TRENCH DRAIN CONNECTION-H + + +Q+° + �+�Z + + INV IN:2575.98 8" N ° ° d 02 14 2 TBC 2581.83 RIM:---- 9 ( ) +. + + + + + + + ° Q ° d ° RIM:2580.32 ° ` + + RIM:2579.20 - + + + + + +Q + +° + INV IN:2575.98 8"(W) + + + + + + + - ° d INV IN:2572.99 18"(W) +° + U8 + + + +i + + + + ° Q ° dZ IN:2573.74 12"(NW) 0 20' INV OUT:2576.24 8"(E) - + + + +� -�S + Q INV OUT:2575.98 8"(E) + + + + + + + °+d d ° ° Q INV IN:2574.07 8"(W) ° ° INV IN:2573.4912"(S) rVT T + + + + + + + + + + + + + + + + + + + ° ° +TOC 2579.37 ° -e�� } �-+_+ +°+ +. + + + + + + + + ° d ° ° 4 ° \`?m_ INV IN:2574.07 8"(SW) INV OUT:2572.64 21"(N) d +- t-�-- + d Q ° (FIFE 2583.20 TOC 2579.20 + + + + + + 44 + + + + + + + + + + + + + + + °. ° SCALE:1"=10' B dF + + + _+ _+ + + + + 43.7% + + + + + + + + + + + + + + d° + + 4+ + + p1%+ ` _ ____ _}- -+ -+ + +- _+ _+ + + $ + + + + + + + + + + + ......... + + + + + + °° Q dQ ° d SS\ONAL FNG -- + + + + + .... + + '- + + + +,1+ + < + + + + -+ -+° + + +.t +' + } + + + °°Q d ° Q ° ° a ` e o� �1GENSFO�yF ° i 2000 + + roc zs7s.zo + +° + + +-+ + 1 + + +Q + + a+ + + + + + + z.or_ ° ° ° ° d o GRADING KEYNOTES N 2/2 22o + + + + + �- + + + + + + + + + I. + + + + + + + +° + +Q�F +° + a +d + 11 Q ° 0 /1 0 TOC 2579.37 ° n ° 4 + + + °+ + + + iw + + + + + + + + + -� + + + + + + + + + + _N + + + + + + d ° ° + + + + + + ° + + dF + °+ + +++++++ -P F+++++++++a+++++++++} +}+++++Q+}++ ° ° d ° a Q ° ° d G2 4 TBC2582.50 - ✓9TFpF\OP1 ° �)° ° Q 01 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C.3.6 + 3+ + +�+ +d + + + + + + + +° ° Q @y. ° ° d + Og Mok + + + + + + +.�+ + + + + + +}+++++++}+.q+++++++, +}++++ + +° + + + + + dl;n + + °+ 5� ° + + + + + + + Q + + + + + + N- + + + d ° ° Q oFe ° \ ° ° d ° ° 02 6"REVERSE SLOPE CURB AND GUTTER,SEE DETAIL 4/C.3.6 + TBC 2582.71 + + + + + + + + °+ + TRENCH DRAIN CONNECTION-I + + + + + + a+ + + + + + + TOC 2581.72 + + +° + + i + + +° + d 9 ° ° ° TBC 2582.62 i C ++++ + RIM:2579.20 OS + + + + �} + + + + + + + + + + + + + + + + ° ° 4 ° n 4 + + + + + + + + + + + •1° + + TBC 2582.77 +1 + + + +� + +Q+ + Zf ° T 3.7% ° ° ° Q ° } TOC 2579.37 + + + + + + + +' + + + + + +° +d + + + 0 03 NOT USED C TOC 2581.42 ° ° ° ° + + V�L)C 2579.zu + + + + + Q+ + + I + + + + + + + + 62 + ° ® ° 1+ + + + + + 9 + °+ + + + + . O+ + + + + + ° ° ° TBC 2582.55+ + + + + + + + 0 + +o + + o+ d Q + + + ° °° Q d d ° ° Q Ga TRANSITION CATCH GUTTER TO SPILL GUTTER ° G4 TOC 2579.86 FG:582.70 I° S C FI E E Lam® TOO 2580.66 ° ° ° ° i TBC 2582.62 ° d ° Q ° ° ° FFE 2583.20 �� aQ d ° d ° ° FG 2582.70 Q ° Q ° ° ° SDCO-C Os ° a d 20 RIM:2582.85 ° ° D ,,-' INV OUT:2579.348"(E) ° d ° Q ° , i D ° l ° ° ° \ G1 TEN MILE 1133LFOF8"S.D.@2.00% ° Q ° \� i CROSSING -' CO a CO ° rl3c zsers8 �A/ /G�/ FG 2582.70 TBC 2582.53 gyp\° ° SDCO-D 73 �' TBC 2582.68 i TOC 2583.20 11 (djM:2581.96 � NIV IN:2578.67 8"(W) ° / I TOC 2582.84 0 INV OUT:2578.67 8"(NE) ° ° ° TBC 2582.44 ° TBC 2582.61 TOC 2583.10 9� INV IN:2578.67 8"(SW) O� o + d + + +°°° a�Q ° ° ° a Q ° TBC 2582.55 i + + + Q 02 �+ +o 1 1 +��+° ° °TBC 2582.43 ry5�ry E + + + + + + + TRENCH DRAIN CONNECTION-A + + + + + RIM:2582.21 ° E 700 South INV IN:2578.76 8"(S)08 Q ° Q \', TBC 2s82.02 INV OUT:2578.76 8"(NE) d ° ° Q ° s G2 TOC 2582.88 ° ° N ;- Wayfinder Avenue TBC 2582.69 ° Ge TOC 2583.10 TBC 2582.21 TOC 2583.20 TBC 2582.71 ° e// Q ° TBC 2582.53 i Meridian,� FG 2582.70 y G2 ° i .eet Q TBC 2582.67 ^$J TBC 2532.00 83642 U o ° d �;' o O a TOAITOC 2581.85 TOC 2582.22 ° /00/ ° Q - TBC 2582.55 NOTE: F i ` d i 1. CONTOURS ARE SHOWN AT 1'INTERVALS. F TOC 2582.31 Q ° d Q SITE WORK & 2. ALL SIDEWALK CROSS SLOPES SHALL NOT TOA/TOC 2581.73 EXCEED 2%PER A R REQUIREMENTS. BUILDING SHELL RESULT IN REWORK. FG 2582.06_ - d 2 ° Q0/ u�i EXCEEDING THIS CROSS SLOPE WILL � a TOC 2582.21 TOC 2581.92 _ 00 LSAD-15 ° ° ° g d Q° a Q TBC 2581.66 o i RIM:2581.90� /--- �� ° ° dC-6 \ ,/�- TOC 2582.22 / INV OUT:2578.95 8"(N) - °° Q i TOC 2582.31 Q G `,d ° °° �/ ° Q TOA/TOC 2581.60 REVISIONS TBC 2582.32 ° ° i d \\ TBC 2581.49 rec z58z.a5 ° ° 29 APR 2022 ADDENDUM#3 G i 2 TOC2582.31 j Q G1 ? ° d G TBC 2582.28 Q G1 Q 11 JUL 2022 PR 005 6 + TBC 2582.04 + * ° +. + ++Q+ ° / ° 04 2 + + + + + Q o' 2 TBC 2581.64 TBC 2581.52 4 + + dF + /G Q TBC 2582.18 2 - 04 / + + + + TBC 2582.48 - FG 2582.70 1°\O + + + + + 7O° / TBC 2582.05 + + + + +�+ + + \�° TBC 2581.38 + + TBC 2583.07 + + + +° + `+ + + 1\ i + + + + + + + + + TBC 2581.90 " + ° �� G+ + } +, + s STORM DRAIN KEYNOTES " + + + + + + + TBC 2581.36 -- + + +Q+ + + + + TBC 2582.19 TBC 2581.52 i TBC 2583.19 +TOC 2582.56 +++++.++ °+Q+++ TBC 2582.38 01 INSTALL STORM DRAIN CATCH BASIN TYPE 1(ISPWC SD-601) I_ + $ + + + _ + + + + + +° + + + �o,°� 1 TBC 2582.24 c h + + + + + + + + + INSTALL STORM DRAIN MANHOLE(ISPWC SD-612) + + + i + + + + + + +. + Qi- G2 N i + + QF + + + + + 0 o3 INSTALL SAND AND GREASE TRAP,SEE DETAIL 2/C.5.6 + + ° + + + + 0.5% ^ry(° + +�+ + + TOC 2582.37 + + + + + + °.+ + TBC 2582.36 oa NOT USED + + + +1.5% + + + + 07 ++ + +++ +b + + TBC 2582.61 i 2 + + + *INSTALL CLEANOUT AND COORDINATE ROOF DRAIN + + °+ + + TBC 2582.85 ? ` OS + + + + 1.5% °o i CONNECTION WITH MECHANICAL WHERE APPLICABLE TOC 2582.95 , '� - + + + + + + tom% + Q INSTALL 8"x8" LANDSCAPE AREA DRAIN(NDS BASIN WITH - PROPOSED BUILDING ++t5% + + + g os CAST IRON GRATE),SEE LANDSCAPE ARCHITECT PLANS FOR FIFE 2583.20 Toczssz.ss ''30 a + + + °+ + TOCz58zss + + �� GRATE DETAIL. + + ' +TOC 2582.95 ++ ++ + °+ ` \y i o7 INSTALL 12"STORM DRAIN LINE + + + +++Q I i o J 4 + + + 1.a% os INSTALL TRENCH DRAIN,SEE DETAIL 1/C.5.6 + +++ -1.5% ++ io ++ -1.5% T++++I + + + + + m+ + o + 4 Q`F, + + , TBC 2580.57 + +Q+ + + + + + ,+- + + _+ + + + +° + + + c os NOT USED TOC 5583.09� TOC 2582.95 + + + + + TOC 2583.11 --- _ + + N f TOC 2582.69 + +1 ni+ TOC 2583.20 + } �' I 10 NOT USED + + ° + 11 INSTALL 8"STORM DRAIN LINE K + K TOC 2583.20 + ++ TBC 2582.67 /y2\/ v� 12 NOT USED Read and understand Specification TOC 2583.20 + + w I - Divisions 00&01 and appropriate technical 41 (TOC 2583.20 2 + ++ Specification Sections applicable to perform FG 2583.20 + ' G7 I the work shown on this drawing sheet. i� TOC 2583.20 13 INSTALL CLEANOUT WITH TRAFFIC-RATED LID - i FG 2583.20 + }° 2.5% �.8% - - + ,' o inconsistencies. steno es.Engineer of any INSTALL GRATED MANHOLE LID PROJECT#: ID2101M6 + °+ ID-4835-22 +0.6%+ I o (15 DATE: 04/06/2022 NOT USED L + + I I L DRAWN BY: DMM/JRM by +++ \� 16 INSTALL 18"STORM DRAIN LINE CHECKED BY: JTM + } i + + ,' o ©2022 RLE + + + + + + + + + + + a 62 ' TBC 258.78 / } , G4 2 TBC 2579.78 M i + TBC 2580.07 TBC 2579.81 M i } TBC 2580.89 0 + } TBC 2581.54 G1 ° 2 2 + TBC 2582. G2 01 +d + 2=V' i + TBC 2581.67 G2 + + TBC 2582.44 + 2 TBC 2580.19 SDCB-S 01 TBC 2581.22 * Q 4 + RIM:2579.59 + 2 4°/ + � G7 � 2� INV OUT:21577.07 12"(N) 2 02 i TBC 2581.24 FG 2582.70 1.4%F° 2 2 i o 2 +++ TBC 2582.29 GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS,CONTOUR LABELS,STORMDRAIN INVERT ELEVATIONS,AND SELECT TOC 2583.00 i STORMDRAIN PIPE SIZES HAVE BEEN MADE,AND ANNOTATION UPDATES HAVE BEEN MADE FOR GREATER CLARITY N TOC 2582.70 FG 2582.7I , + �Q TBC 2581.56 rac zsao.os TBG zs7sso GRADING A N D , 01 2.2% TBC 2580.92 �'a TBC 2579.76 TOC 2582.75 +° + 2 HORROCKS DRAINAGE PLAN � + + TOC 2582.67 + TBC 2582.23 i � 11111 � I Q FG 25s2.7o + i i E N G I N E E R S Q+ + + TBC 2582.32 All. o ° 0.5% TBC 2582.60 ° ° + ++ � z=� 2775 West Navigator Dr.,Suite 210 p + + + + + S Meridian, ID 83642 Q MEME MEME MEME MEME EEEI MATCH LINE - SEE SHEET C.4.7 (208)895-252o Cm4m6 www.horrocks.com I I I I I I I I I I I I I I I I I I I R2 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 8 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 18 - - 1 - - 2 - - 3 - - 4 - - 5 -I- 6 -I- 7 8 - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 111111111 Architecture MATCH LINE - SEE SHEET C.4.6 7 o WIN L� Marketing riors � ForensicsTOC 2582.70C 2582.67 A A 2 TOC 2582.66 TOTOC 2583.20TOG 2582.66 + + r'1+++� G29D1 13ih Avenue East,Sutte B,West Fargo,ND 58078 + + �1 9+ + A9 / o 0 0' 20' 701.293.5735 owvw.rleco.com FG 2582.65 +1'S + SCALE:1"=10' 3.2% + + /y 3.1% i 0 9\ONAL F,y B --- __ ++++ TOA2581.06 I B 'tS�1GENSFO ---- + + + + 1a% GRADING KEYNOTES TBC M=36 2000 i� 9 N 07/12/2022 p I_ ++++ ry +d+++ 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C.3.6 ✓9COB O uRQ�J I 5�9 f 0.59% + + S M ++ N I G2 6"REVERSE SLOPE CURB AND GUTTER,SEE DETAIL 4/C.3.6 l� 3.2% + + L 2 0 C 3.1% o� ++++ N 102 G3 NOT USED C FG 2582.70 ry� + + I FG 2582.81 TBC 2582.70 Q+ Ga TRANSITION CATCH GUTTER TO SPILL GUTTER + + °+ FG2582.70 <+ I SCHEELS® OC 2582.45 T°OC 2582.49 1 d 15o/o+ ____ ---- -- - - - 2 PROPOSED BUILDING +4+ 1 D F F E 2583.20 OB LSAD-9 FG 2582.62 + + - ° TEN MILE RIM:2582.30 + i - - - - INV OUT:2580.11 8"(S) + + CROSSING 2A"lo \9oj„ + + G1 i o I + + I-h + +0.4% +°4 + + + + r'2 TBC 2582.08 2 TBC 2581.63 I TBC 2580.97 + d+ 2 tv + �m TBC 2580.95 0 E 221° 0 28 + + G4 1 G2 TBC 2581.67 a 2 ^$o ° E 700 South + + TBC 2581.16 G7 I , Wayfinder Avenue + + BC2581.88 + � 01 I N ++++ 02 TBC 2581.27 0 m I o FG 2582.70 0 + 2 I Meridian, ID + --GB-----GB-----GB----- -----GB-----GB-----GB--- ---GB--- -GB-----GB-----GB-----GB-----GB -GB----- BL----GB-----GB- - GB-----GB-----GB _ 83642 � 1.4°0 I TOC 2582.93 + +. G1 TBC 2582.53 2 11 TBC 2582.06 �0i °oJ FG 2582.76 + 2 G4 G4 2 TOC 2583.20 FG 2582.70 a + 1.3% 2 G4 BC 2581.86 1) II NOTE: F + + G2 BC 2581.66 TBC 2581.15 2 + + TBC 2582.48 0 I TBC 2580.96 1. CONTOURS ARE SHOWN AT 1'INTERVALS F + + + + + TOC 2583.10 + + + + + FG 2582.93 + G2 I \,& TBC 2580.97 y 2. ALL SIDEWALK CROSS SLOPES SHALL NOT SITE WORK & + + + + +d 0.6% + +o + + + + 1. + + + �+ I EXCEEDING THIS CROSS SLOPE WILL BUILDING S H E L L + + + + + + + + + + + + + TBC 2582.85 TBC 2582.48 RESULT IN REWORK. I + + � I + + TOC 2583.10 + + TBC 2582.51 1 g% REVISIONS TOC 2583.20 + + + �� 1.2% + \ _ T-� + y G TOC 2582.91 ++++ �+ 10G 0 29 APR 2022 ADDENDUM#3 FG 2582.70 06 LSAD-8 ^�\° + + G2+ 2 G7 Q 11 JUL 2022 PR 005 RIM:2582.44 +. 00 INV IN:2579.14 8"(N) ' INV OUT:2579.14 8"(SW) TOC 2582.52 �i+ Q TOC 2582.44 +++ a+�ui i + + + + + �+ + +° + - W + d+ + + W +++ ++ +�+++++�++ = TBC 2582.52 + + TBC 2582.85 ----- STORM DRAIN KEYNOTES 2 FG 2582.70 ___ + + + + = \° + - N \ ----- __ + + + + +1 + H W FG 2582.70 1 �0 - +�-_+ + + +_ ++ + o� NOT USED H + + +r1+--+_-+-` d I W o �ry + + + + -G + \8\g N o' + + + +a I o2 o' 2 ry5� 0y + + + + + NOT USEDTBC 2580.42 LU LSAD-7 ++ + + + + + d+ Z RIM:2582.05 + + + + + + °+ + +°4 o J INV IN:2577.948"(NE) �� + + + + + + + + + + + + 1.6% g 03 NOT USED IN OUT:2577.94 8"(W) + +.., + + + + + + + + + . � G2 + + + 4+ + + a+ + + + ' TBC 2582.73 + ¢ + + +�- +Q + +, + V - 2200 + °+ + + + + + +d + + +d /T+ BC30 i a % + ++ ++ + + f--; 2 O NOT USED + + + + + + + �Ga C �Gm to + +°+ + + + + - >-� TBC 2582.24 + Qos NOT USED I 6 000� 010 + + +`� + + + + OF 6"5 @ + + + °+`cm � Z400 7 INSTALL 8"x8" LANDSCAPE AREA DRAIN(NDS BASIN WITH sz�F + + + + +��+ + + + G7 �� As, os CAST IRON GRATE),SEE LANDSCAPE ARCHITECT PLANS FOR 2582.15 \0 0, + gym+ + + + + TBC 2582.20 iGRATE DETAIL. + + + 4 + \` + + + - + + + + + + + + + etgee + + TBC 2582.48 + + + + �� + + i�' i NOT USED r„ + + + + + + o+ + + 2 + + + .gym` + + o� 1�+ '+ + +°d+ + + + + +++ + ! TBC 2582.13 ++ 1 .._TBC 2582.00++ N ++ + "+ +++ ++++ ++ TBC 2582 60 �__ /O TBC 2581.37 TBC 2580.81 J + + + + + + + + �- G9` + \ 2 08 NOT USED TOC 2582.04 2 + + + + + + - �J+ 2 G4 J TBC 2581.98 + + + + + + + + ' >_r o J G7 2 + + + + + + + + a + + G2 TBC 2581.40 oa � TBC 2580.64 NOT USED + + + d+ + TBC 2582.36 TBC 2581.23 +0 2 2+>A +++++ ++ + + +- r o �'2_ 70 NOT USED ° o + + + + + + + + _ + + ,y. + +° + + + + + ?y, TBC 2581.08 + + + $ + + + + + + + +4 v TBC 2582.11 + + + + 16 + + 4< + + + +I ! TBC2581.37 2 rac25aos1 i INSTALL 8"STORM DRAIN LINE + + + + + + + + + - G2 2 �� +d -V + + + + 1 5%+ + + + + + +� 2 i 0 + + J �mAl TBC 2581.20 G4 64 K TBC 2582.28 o K TBC 2581.14 TBC 2582.20 c TBC 2581.01 2 TBC 2581.15 m G2 � � Read and understand Specification 10 Divisions 00&01 and appropriate technical G2 �� TBC 2580.83 TBC 2580.65 TBC 2579.80 TBC 2579.87 Specification Sections applicable to perform m 0.5% the work shown on this drawing sheet. ?go 20 EI Notify ArchitecUEngineer of any oY o inconsistencies. \w PROJECT#: ID2101MB ID-4835-22 DATE: 04/06/2022 L TOC2579.10 TBC 2579.16 I L DRAWN BY: DMM/JRM 1.7% CHECKED BY: JTM TBC 2580.73 NI ---------------------------- TBC 2579.13 _ °o G1 C 2022 RLE G1 2579 o --- TBC 2580.73 TBC 2580.58 _ 2578 ---- - TBC 2579.75 10 TBC 2580.54 -TBC 2580.00 M I - � ------' 255 Y/ PONDB o M _ - TBC 2580.70 10 2 _ TBC 2-0.10 a TBC 2580.14 _G� _1 1 m ---- 2578 o 0.4% ° 2579 2 TBC 2580.08 2 TBC 2580.05 TBC 2580.38 2580 i o GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS,CONTOUR LABELS,STORMDRAIN INVERT ELEVATIONS,AND SELECT STORMDRAIN PIPE SIZES HAVE BEEN MADE,AND ANNOTATION UPDATES HAVE BEEN MADE FOR GREATER CLARITY " 2581 i GRADING AND y5a2 o HORROCKS --- 25g1 DRAINAGE PLAN ---- 2582 ------ I E N G I N E E R S ---------------� _-------1---------------------- ------ -- ------ --2583-- �-- ----- ° d ° ° d ° 4 ° d ° I ° 2775 West Navigator Dr.,Suite 210 ° d d d d ° ° ° ° d d ° d - ° D _ _ _ _ _ _ _ _ � _ _ ° _ � d< en Ia ,d---- ----- ° 4-----d---- ------------------ ----- ! ° ° d °° d 4< z i ° ° o ° (208)895-2520 C041 -----�----4----- ---4------- ° S ° ° ° www.horrocks.com / d ° --------- - ---------°---------- ------ d ��-------- ------- ---°---- ---------- ---------------------T---°-- ----------------° - I --- R2 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 18 - - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 � Architecture Interiors Q Marketing L Forennsics A A �?- �l�. �901 13th Avenue East,Suite B,West Fargo,ND 58078 701.293.5735 1 www.rleco.com 0 10, 20' SCALE:1"=10' B B o�S��GENSFO�yF 4� 9 2000 N0 7/12/2022�0 - ✓9C�13 MURe�1 GRADING KEYNOTES Q PROPOSED BUILDING 3 FFE 2583.20 G7 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C.3.6 Gz 6"REVERSE SLOPE CURB AND GUTTER,SEE DETAIL 4/C.3.6 G3 NOT USED SCFIEEL ® 3 FFE 2583.20 Ga TRANSITION CATCH GUTTER TO SPILL GUTTER TOC 2583.20 ' D FG 2583.19 3 TOC 2583.20 TOG 2583.20 D 1 TOC 2583.20 2y10 FG -4 1 N F*N + r r r 2582.70 3 TOC 2583.09 . / OS Co 1 TEN MILE FG 2582.70 582.70 + FG 2582.70 + CROSSING � INV OUT:2577.63 8"(S) TOC o + SDCO-E + TOC 2583.10 RIM:2582.61 + TOC 2582.87 + +++ TOC 2583.10 +++ + + + + + + r ^ Ztil° + + + + 4+ + + + +a � 07 0 + + F F +4 F + b TOC2582.33 700 South E �9 + 2 LSAD� U9 2 o LSAD-5 U9 ry\/ + +++ u�i, + + E + + \o RIM:2581.98 RIM:2581.94 �/ `"' o + + �oe+ +�- + + +\+ + + �j INV IN:2577.90 8"(W) L257681 TOC 2582.44 TOC 2582.74 INV OUT:2577.90 8"(E) r + �' + + 4 + TOC 2582.28 m W a yf i n d e r Avenue + + + + + + + + + + + 83LF OF 8^S.D.@1.20% q�83LF OF 8"S.D.@1.20% +. +ryra�� 7727LFOF8"S.D.@1.20% TOC2582.10;;" +� 0.1% + + �\ °� + Meridian, ID + + + 1 83642 + TQG 2582.17 O ` + + ++ + + + p +-O-LI-4+-+' 'a? + + To 2582.30 TOC 2582.22 + + `,° + + + + + + + + ` y' o� TOC 2s82.17 TOC 2582.11 ' TOC 2582.24 Q + + + + + TOC 2582.0 + + + (,O TOC TOC 2582.11 +++a +++++�+ + +OC 258208++ + F + + + + + + a+ + + + + + + °F r + �+ + + +�+ 3 + + + + + + + + + + + + + + + + + Li + + + a + + + + + + + + + + + + + + + + + + + +a + + c �- s ---ca c + + + + + + s +' + + �1 + + '-+ + ++�+ TOC 2582.18 + + + + + + + a+ + + + + + + + 4+ + + + + +IeF + + 1I 1+ + + + + + + +#� + + + + + + + + +. + + + + + F + + + TBDC 2581.50 * + + + + + + + + +4+ + + RIM:2582.14- + + + 1+ + + + + + + + + + + + + + + + + + + + + +. �+ + 99� + + a+ ++ + + + + + + +�}�O + + + + +p + + + + + + + + + �� + + + + + a+' + + +TBDC 2581.49 .'e + + + + + + + + + + + + + + + + + + + + + +a + + + + +a�. + + Q + + + + + + + + + + + + . + + + +a+ + + + `+ +a TBC 2582.01+ +a++ +++ +++ + + TBC 2581.98++ ++� ++++ + + ++++ ++++ +� INV INV IIN:2576348"(E)- + SITE WORK & + + + + + + + + + + + + + + + + + + + + + + + + + +d + +a + + + + + + +INV OUT:2575.76 15"(S) + BUILDING SHELL _ 2582 TRENCH DRAIN CONNECTION-C TBC 2581.98 + + + o TBC 2582.04 TBC 2582.07 OS _ G4 + + + G4 in NOTE: - TBC 2582.07 RIM:2581.46 + + + TOC 2581.95 G2 ry INV IN:2576.59 8"(NW) Q + + + GZ dU 1. CONTOURS ARE SHOWN AT 1'INTERVALS. TBC 2582.04 ` TOC 2581.94 , REVISIONS N N INV OUT:2576.59 8"(SE) 3 3)�F + 4 3 T C 2582.02 TOC 2581.32 o Uj 2. ALL SIDEWALK CROSS SLOPES SHALL NOT r 4 F8"S TBC 2581.32 + u i + m G1 EXCEED 2%PER ADA REQUIREMENTS. r m G7O �� + + + TOC 2581.33 LL EXCEEDING THIS CROSS SLOPE WILL r p_� 2pu r + + LL r �7 nI Z TBC 2581.33 0 RESULT IN REWORK. G 0.1%, G 1Q 03 MAY 2022 PR 001 r l` < 17 + +a h Q 03 JUNE 2022 ADDENDUM#6 \ - TBC 2581.65 r r a * '`y � � + TBC 2581.45 A, 11 JUL 2022 PR 005 TBC 2581.69 r r� TBC 2581.67 3 r' w G4 TBC 2581.54 2581 V F 3 or " SDCO-G F - W G2 ym TOA/TOC 2581.14 3 G4 RIM:2580.83 W - W 2581 T:B:581.64 'IV � G2 INV IN:2575.58 15"(N) 'j ----- r TOA/TOC 2581.17 TBC 2LF OF 8"S.D.@ 1.22% 11 INV OUT:25755815"(WCO0/,/-, 34LF OF 15"S.D.@ 0.50% 75 LU W N I W 1n O9 TRENCH DRAIN CONNECTION-B SDMH-C 13 W H y 10 RIM:2580.84 0 3% RIM:2580.65 1 H INV IN:2576.148"(NW) INV IN:2575.998"(NW) i N STORM DRAIN KEYNOTES I I INV OUT:2576.14 8"(SE) a INV IN:2575.41 15"(E) W I 1N 1N INV OUT:2575.4115"(S) W Z 1 1 I Z o� INSTALL STORM DRAIN CATCH BASIN TYPE 1(ISPWC SD-601) S&G TRAP-F 3 = 02 NOT USED RIM:2579.68 ri F 3 SE) I e TBC 2580.25 V TBC 2580.70 O INV OUT:2574.39 18" ----- Q G1 ---- 75' 1 TBC 2580.30 Q o3 INSTALL SAND AND GREASE TRAP,SEE DETAIL 2/C.5.6 C 3 45LF OF 15"S.D.@0.50% c I1`O TBC 2580.08 G7 1g N TBC 2580.55 TBC 2580.14 _2580 I 3 oa INFILTRATION TRENCH SEEPAGE BED,SEE DETAIL 2/C.5.6 TBC 2580.59 MW Q SEEPAGE BED C _04 Q O1 3 INSTALL CLEANOUT AND COORDINATE ROOF DRAIN CONNECTION WITH MECHANICAL WHERE APPLICABLE 16 55LF OF 18^S.D.@ 0.00% 16 27LF of 18"S.D.@ 0.50% O O TOC 2580.25 1i1 INSTALL 8"x8" LANDSCAPE AREA DRAIN(NDS BASIN WITH - _ SD-MON WELL-C 19 3 QO QO QO �j�F TOC2580.28 *CAST IRON GRATE),SEE LANDSCAPE ARCHITECT PLANS FOR Q oT qg GRATE DETAIL. all __----- �8'S+ 3 3 TBC 2579.79 JD0 -------- o� INSTALL 12"STORM DRAIN LINE �o. 2 17.3% 15 17.2% - - O J 'Sio OF 15"S.D.@0.50% � 2580 TBcz53o.z7 TBC2580.23 g� s2CB-P °, 2560 INSTALL TRENCH DRAIN,SEE DETAIL 1/C.5.6 RIM:2579.28 0 09 TBC 2580.23 TBC 2580.19 INV IN:2575.08 15"(E) � G7 G1 G7 INV OUT:2574.83 18"(NW) 6 I 09 NOT USED SDCB-O p� - ----- __ TBC 2579.76 RIM:2579.31 -------- �� a INV IN:2575.1915"(N) - ------------- 2581 ,- p.5% INV OUT:2575.19 15"(W) 70 NOT USED _____----- -' 2581 a INSTALL 8"STORM DRAIN LINE y� K TOC 2581.93+ME 3 K r - TOC 2581.96t ME 1Iz NOT USED Read and understand Specification ----------- _ °�_ ----------- -- Divisions 00&01 and appropriate technical a ° ______a 1 a a a ° a ° a a a Specification Sections applicable to perform a a ° a ° a ° a ° a the work shown on this drawing sheet. ° a a a a ° a ° a a 73 INSTALL CLEANOUT WITH TRAFFI RATED LID A _ a _ _ a 4 a Notify ArchitecUEngineer of any - - - - - - - - � � - a �a �� - - - - _ -__- - - - n� - � S - inconsistencies.a a a a a a 4 4 a a--a---��--a-------�=-k s------- -----'�--- -- ---- ---- ---- ---- ---- ------4--------�--°------ --- ----- ----- ----- err ------er-r -----a-er-r ---a-s--e-rr-a--- -e-rra--a-----------_-_-_-ae-rr---25-82-___e-rr_-_---_-a--_--er ---- - 14 NOT USED a a- a A a PROJECT#: ID2101MB a 4 ° < ID-4835-22 -- ---- err---- err---- - r ---- e DATE: 04/06/2022 _------------------------------- 1g INSTALL I5"STORM DRAIN LINE L DRAWN BY: DMM/JRM 1 001 ,ael - 001 001 a01 001 ao] 001 ao] ao] ao] ao] ao]=boy_ ao� ao� ao� ao� ao� ao� ao� ao� ao� ao� aoi ao� ao� ao� ao� ao� ao� ao� ao� CHECKED BY: JTM -- ---------------------------- -__ �9INSTALL 18"STORM DRAIN LINE ©2022 RLE NOT USED I 3 �g NOT USED M 79 INSTALL MONITORING WELL,SEE DETAIL 8/C.5.6 M I I 1 3 3 GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS,CONTOUR LABELS,STORMDRAIN INVERT ELEVATIONS,AND SELECT STORMDRAIN PIPE SIZES HAVE BEEN MADE,AND ANNOTATION UPDATES HAVE BEEN MADE FOR GREATER CLARITY N N GRADING AND HORROCKS DRAINAGE PLAN - II�II - E N G I N E E R S 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 Q Q(208)895-2520 CAm18 www.horrocks.com I I I I I I I I I I I I I I I I I I I R3 1 - 2 3 - - 4 - - 5 - - 6 - - 7 - - 8 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 18 - - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 8 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 � Architecture Interiors MATCH LINE - SEE SHEET C.4.11 Q ci Ma s L Forensics i ° v ° Q ° + V+++< + + + + +I + + + + +4 + Ory(, +9�+ A A TBC 2581.14 p d uo � 4 Q TBC 2581.88 TBC 2581.94 ° - + � +TOC 2581.53 p 2 -- - -_ � + + + + + + � ' +r�_C4_ --TOC 2581.14 C 2581.41 G2 G1 2 v + o + + + + + +p �62LF OF 8"S.D.Ca 1.67%11 �+ TOC 2581.34 d 4 ° + I + + + + TBC 25 1.33 ° N4TOC 2581.56 r% Q TBC 2582.42 d ,,I + + + + -+ -+- 1+ + + + + + �' `O 9D1 13th Avenue East,Sutte B,West Fargo,ND 58078 ! lTBC 2580.95 G2 `a_ TBC 2 81.40 $�� ° TBDC 2581.10 " 4 ° G4 ° \ ° Q + +� ) ¢ - co TBC 2581.10 ° /,TOC 2582.80 - / + + + � + + + C I N E E 701.293.5735�owvw.rleco.com TBC 2580.89 Ga Q B 0 10' 20' TBC v ° 4 + + ,+ + + + �-t- -+- - +-+_ + '14� ,I I - , / I[- 'n i 41 + + + + + + + 1 6% + + TOC 2583.20 Q + + + + + + + + + + + + ° + +� + + + + + + + + + + + p + + + + + + + + 4 + + + + + TOC 2580.99 +TBC 2581.03 + + + +} + TCC 2581.13' - 4 SCALE:1"=10' i}} TOC 2580.93 + +° + + + + + + !� + + +` + + + 4 TOC 2581.22 + + + + + + + +� + + + +o + + F + + + v TBDC 2582.07 + + + + + + + + + p+ +y+ + + *R* + + + '� TOC 2581.41 + + + + "' + + + + TRENCH DRAIN CONNECTION-K TBC 2582.05 + + + + + + Q + + + + +°+ + + + + \� d + + + + + + + TOC 2581.35 + + + o + ° TOC 2581.47 + TRENCH DRAIN CONNECTION-E+�+ + + + + + + + + + + + + + + + + + + + +. + + + + °+ + + + + RIM:2581.14 08 4 ° + RIM:2582.20 + + INV IN:2576.87 8"(E) 4- 09 + + + + + SS\ONAL F,yG B + + + - °'+ 'INV IN:2578.51 8"(N) ° + + o + + + + - + + O o + + + + + + + B Q GENS + + + + +_1\ INV OUT:2576.87 8" S ° 4 4 INV OUT:2578.51 8"(W) �; + + + + + + + + + + + sue% 'o + + + + + + + + + + + + 5.8% + r + + + + + v+ + + �. d++++ - +++ + + + .+++ Q + -d++ + a d 4 99LF OF 8"S.D.@1.67% 11 TBDC 2582.35 + + + +�7� + + + + 2 ° as y o r+ + +\ + + + + + + + + + 2000 + y + - 07/12/2022 + + + '$ + + + + + + + + d + + + + + + + + + + + + ° °g+ r- + + + + + + + + +p N O + Toczs6osg +, o} + + + + o �o Q + +, GRADING KEYNOTES + +° + TOC 2581.17 + + + TOC 2581.25 + + I + + TOC 2581.37 + 4+ + + + .; 'TOC 258+42+ + + + + + + - TBC 2582.07 Ga TBC 2582.20 Q 4 Q 4 - + + + + + + TOC 2581.04 + TBC 258+14+ + + + + + ° + + p + + +o Ik + + + + + + -K) �- + T, TOC 2581.55 + + +° + + + + -- + + + +p+ + + + + + + + + v + + + + + + + + TBC 2587.39 + + + '4 + p 4. + F + + + + + + v+ + + O R 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C.3.6 B MU \ + °+ + + + + +° + + TBC 2581.25 I Q '� H d 4 + � " TOC 2582.71 + + + + + + TBC 2581.04 TBC 2581.08 G2 TBC 2581.20 ` Q o d TOC 2581.43 p 4 T 2581.44 rn ° G2 _- +`, +°+ + + + +° + + 4 TOC 2582.97 G2 6"REVERSE SLOPE CURB AND GUTTER,SEE DETAIL 4/C.3.6 C �i� Q ,- TBDC 2581.15�1 TOC 2581.56 ° + + + + + + + _ TOC 2581.22 p TOC 2581.29 4 Q co ° TBC 2581.62 Q ° � v TOC 2581.50 2 + + + + + + + + + C ;G7 gA° v ° 0 G7 Q °+ + + + p + + + + + ti. ° G3 NOT USED Gz ---- p a d " \" p 4 TBC 2582.7o Q + + +d + +4 + + +a + ° Q ° a ° + + °+ + O TBC z580.83 a Q ti ° g + + 73 SDCo-d 2 + Ga TRANSITION CATCH GUTTER TO SPILL GUTTER ° 2 RIM:2582.40 SCHEELS®\ ° d a ° ` �, TBC 2582.00 4 ° + + INV IN:2579.40 8"(S) + 2 `ry TB 2580.88 BC 2582.13 4 + + .a G2 G4 v - ^^ p Q 4 + + INV IN:2579.40 8"(E). 4 INV OUT:2579.2310"(W) + + 0.5% �� TOC 2580.77 TOC 2580.92 TOC 2581.05 TOC 2581.29 TOC 2681.39 �'4 4 ° +++ + + + + + + + TOC 2582.68 �. p ° + + v + + + O 2 0 D 2 +�++ OS RIM: J N D �/ �/ O /� MW TOC 2581.47 TEN MILE 19 SD-MON WELL-B p + + + + INV OUT:2580.10 8"(W) �0 127LF OF 10"S.D.@ .50°/" 9 + + + + �19LF OF 8"S.D.@ 3.73% C� m SDMH-D 13 4 v + + + + Q 180LF OF 18"S.D.@ 0.00%i LU CROSSING o _ RIM:2580.67 2 d 4 ° Q +.. 17 + 4+ INV IN:2576.23 8"(N) ° d �+ 9LF OF 8"S.D.@ 0.50% RI 2 y W \ l� v TBC 2582.25 RIM:2582.00 INV IN:2576.07 10"(E) + + + IN OUT:2579.45 8"(N) G W v 2 INV OUT:2515.90 12"(SW) SEEPAGE BED B �04� TBc257sss 2 ° ++++ ++ Toczs8z.3a dLL G7 _ 7� TBC 2581.78 d d ° v +� + + Q 25�1 SO.@ _s 2 04 ° Q ° + + + + \ d TBC 2579.63 E TBC 2579.41 y2�-F OF �� TBC 2581.72 4TBC 2581.79 ° +d�.+ TOC 2s82.32 TOC 2582.35 E 700 South 01 RIM�45 8 78 °° + +T°C 2582.22 W ayf fi n d e r Avenue INV IN:2575.92 8"(SE) 2 v 2 ' 2 INV IN:2575.59 12"(NE) c Q m++++++ TOC 2582.35 Cr 193LF OF 15"S.D.@ 0.LLL 50 15 INV OUT:2575.34 15"(W) .y o G2 " 4 4 v d '4 TOC 2582.00 + +++ I Meridian, ID "b 2 TBC 2579.17 0 2 0 ° __-- °2578 TBC 2581.94 d ++++ + + + + + 83642 d _ 4 4 + + + + ++4+ + _--- ° Q TOC 2582.10 + o+ + + QF o + + F -- Q ° ++2.0°/" + +++ + + NOTE: F qq TBC 2s81.62 TBC 2581.71 0/ + ++ + 1. CONTOURS ARE SHOWN AT 1'INTERVALS. SITE WORK Cx -- TBC 2579.53 ° �D d p + Q d. 4 0 ° G2 ++++++ 2. ALL SIDEWALK CROSS SLOPES SHALL NOT BUILDING SHELL o} o d 4 TOC 2582.35 1I - 4 + + EXCEED 2%PER ADA REQUIREMENTS. 2 G1 v p + +Q + + EXCEEDING THIS CROSS SLOPE WILL - ?�„ Q + +++� TOC 2582.35 RESULT IN REWORK. REVISIONS 2582.00 + + TOC 2582.28 4 4 TOC 2582.17 4 TBC 2579.32 G O TBC 2579.43 TBC 2581.52 TBC 2581.63 ++++ TOC 2582.05 2 1 0 29 APR 2022 ADDENDUM#3 Ga ° 4 reC z581.7z ° +++ ++ 1� LSAD-2 os G Q 11 JUL 2022 PR 005 + 1.4%+ INV OUT:2579.27 8"(SE) TBC 2579.37 TBC 2581.56 pQ 4 + + + + RIM:2581.50 TBC 2581.70 Q +'F- + TOC 2581.85 W ,, 0 4 ° ° a 4. ° v +++fit ++ �'O FG 2582.70 �.� W - W °T f 4 I N = ,,'' RON a ° N y + + +d + + + roc zs8z.11 -o STORM DRAIN KEYNOTES a v Q° °+ + + + + TOC 2581.91 ! 06 W Og" 4 ° + + +d + + + + ao LSAD-3 O W 2 O B, TBC 2581.76 + + + + 4+ + - RIM:2581.83 W S a + + + °+ + + + " 77 INV IN:2578.908"(NW) N o1 INSTALL STORM DRAIN CATCH BASIN TYPE 1(ISPWC SD-601) O + + + + + INV OUT:2578.90 8"(E) H N - TBC 2580.85 G2 _,__..,_.� @' TBC 2581.17 + I H W ' G J ono z 2 G2 ° Ga 4 v p�� + + + ° + oz NOT USED -� J�TBC 2580.89 Q 4 + + �Q + + a Z (TBC 2580.89 '�k r 11 Q ° + + °+ + + + + J J 2y3a ` T TBC 2581.10 TBC 2581.18 Q v + + + + + + 131" + + + + + + NOT USED 2 v + °+ TOC 2582.12 V 2 02 4 d TBC2581.83 + 4+ F 4 +° + + + � -- oa INFILTRATION TRENCH SEEPAGE BED,SEE DETAIL 2/C.5.6 ° + + + z Q p Q1.6% +16+ + + + + p+ + + + _+ -+ - + + + + O INSTALL CLEANOUT AND COORDINATE ROOF DRAIN I G2 TBC 2581.76 ° + + + + + +° + + +d + + + 4�1+ + +4 + + + � + + CONNECTION WITH MECHANICAL WHERE APPLICABLE 2 ++ + + + + + + + + + + +° + d� +.4+ + + + + + Q --- - B-----GB-- --GB-�-//G/---GB-- --GB-----G-----GB--- -GB-----GB ----GB--- -GB-----GB - _ OR ---cs--- -cB-----c --cB---- ----cB-- --cs-----c-----ce-- --cB-----c-----cB--- -cs-----ce - + + + + + + + + + + +/ + + + + p+ + + d+ + 1 INSTALL 8"x8" LANDSCAPE AREA DRAIN(NDS BASIN WITH ---ce -- -GB ----ce---- Go oe CAST IRON GRATE SEE LANDSCAPE ARCHITECT PLANS F ° Q+ + + - GRATE DETAIL. 4 4 ° v + + 4+ + TOC 2581.91 TBC2581.24 raczsal.os TBC2581.11 4 G2 Ga z `I o� INSTALL 12"STORM DRAIN LINE _ BC 2581.24 _ ° TBC 2581.67 + 02%F + G2 a?I O + + + i I � +p + TBC 2582.02 I 1f ° G1 z d 4 ° 7 + os INSTALL TRENCH DRAIN,SEE DETAIL 1/C.5.6 4 TBDC 2581.47 - +. G7 2 ° ° + G� _° TOC 2581.57 m� TBDC 2581.35 J SDCO-H +a r ++ 09 INSTALL 10"STORM DRAIN LINE J 2 2 2 13 RIM:2580.87 TBC 2580 TBC 2581.04 p TBC 2581.05 INV IN:2577.20 8"(E) 4 d 4 G2 TBC 2581.05 INV OUT:2577.20 8"(NW) �0 2 G2 G4 2 d + TBC 2581.72 10 NOT USED G4 �.7% 69LF F 8"S.D.@ 1.00% 9 9 v v 04 2 TBC 2580.99 _ o TBC 2580.98 -- 4 d ° TRENCH DRAIN CONNECTION-D p �sz TBC 2581.55 11 INSTALL 8"STORM DRAIN LINE -2579- Q OS RIM:2579.09 ti ---- __-a__- a__- INV OUT:2577.90 8"(W) d TBC 2581.64 2 ° ° Q ° j�12 NOT USED i 4 ° TBDC 2581.14 K 0.9% ° ° (13)INSTALL CLEANOUT WITH TRAFFIC-RATED LID K Q Read and understand Specification Divisions 00&01 and appropriate technical v 14 INSTALL GRATED MANHOLE LID Specification Sections applicable to perform ° ° Q d the work shown on this drawing sheet. p 0.6% ° Notify ArchitecUEngineer of any TBC 2581.11 Q inconsistencies. o 0 2 i v � 75 NOT USED ro TBC 2580.5s � d 4 v TBDC 2580.69 i Q ° d 4 TBDC 2580.65 PROJECT#: ID2101 MB TBC 258t01 v °4 p INSTALL 18"STORM DRAIN LINE ID-4835-22 TBC 2580.43 TBC 2580.48 TBC 2581.11 DATE: 04/06/2022 i L TBC2581.19 L DRAWN BY: DMM/JRM TBC 2581.15 TBC 2580.95 ,,�77 NOT USED 0 �� G7 TBC 2581.45 CHECKED BY: JTM 2�0 2 G1 �78 NOT USED ©2022 RILE � TBC 2580.21 � 4 ? TOC 2581.15 TOC 2581.13 rTBC -6 v19 INSTALL MONITORING WELL,SEE DETAIL 8/C.5.6 TBC 2580.66 1 0 -_ 1i ------ 0.5%\ 2580 G1 G1 TBC 2580.73 _-' G1 GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS,CONTOUR LABELS, I �� _- STORMDRAIN INVERT ELEVATIONS,AND SELECT STORMDRAIN PIPE SIZES HAVE TBC 2580.19 ,2580- Q BEEN MADE,AND ANNOTATION UPDATES HAVE BEEN MADE FOR GREATER CLARITY � N ^/ TBC 2580.23 0.4% Q I � 2 2580.96t ME v TOC 2581.01t ME ,,- �s _ --- °° 258 GRADING AND N oo _ ---- - � N ------------------------- - -- ------------ DRAINAGE 4 ° 4 ° _I 4° d ° ° ° 4 4 ° / ° 4 d 4----a a--� a -° - - - - �° d -d° °!- - n° ° - - - - ° - 4 a a ° -°- ° J HO KS PLAN _ _ _ - J - - - - - RRO C - a 4 4 p 4 - - - - - - ---------- 4� d ° --0-----------°- -----°_ ------4--�-�-----9---Q d 4 ° � ° ° Q ° v ° ° d S / p 4 p 4 J v ------------------�_ 4 ° ° ° ---------------------- --------------_------- -------------4 v 4 ° ° __.C______ ___1,___---__ ° __________�--_--._________O__________________t------___________________________-----_______�._ _________ ______________________ L_ 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 Q Q(208)895-2520 Cm4m9 www.horrocks.com I I I I I I I I I I I I I I I I I I I R2 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 18 - - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 8 9 10 - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 � Architecture Interiors R a ° Marketing sL Forensics 1 A III � A ��'^��. V✓!� ��I , A MATCH LINE LINE - SEE SHEET C.4.12 ��[\� - I _ "I'y ��J ¢`O 901 13th Avenue East,Suite B,West Fargo,ND 58078 TBC 2578.75 ° TBC 2580.24 i CTOC 2579s4 TBC 2578.61i �_ TBC 2579.81 G I N E�' 701.293.6736 owwv.rleao.00m G4 TBC 2580.33 0 10, 20' o goo goo goo goo goo goo TBC 2578.90 TBC 2578.62 1.9% l "' 2 W� - I TBC 2580 35) N 2d2 °i ° SCALE:1"=10' TBC 2580.10' TBC 258008 G2 TBC 2580.66o 5.3% TBC 2580.72 80.53 ryi TBC 258015 TBC 258037 TBC 258043 \ONA L FNGe n ___Gg_____Gg_____GB_____GB_____GB____-Gg--- Ez B Q YGENS° TBDC 2580.02 + + + TOC2580.15 +++++ +++++TOC 258 0.40 + + + + +d + + + + + +' + 0.7% 4 TOC 2580.77 + +o 16.0% d pgge TOC 2580.50 + +�+ + +d+ + + + ++ + + + ° + + + +- + + + + + + 4+ + + + + + + 4 �+ + + d+ + + + + + 2000 G1 + + + + + + + + + + + + + + + + + + + + + + 2 aee + + + + z + +++++++v+++ + + + N��12/202pp _ d 1 si GRADING KEYNOTES �o + + +, + R + + roc 256o.sa °t' 9c�B Mo 47.5% 4 TBC 2579.82 + + + + + + o + + + + G1 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C.3.6 TOC 2579.62 � "g ++++.++d+++++ d + + \+ + + + +�'+ n ° TBDC 2579.90 �`oe + + +°+ + + + , + + +°+ + + + + + + + 4 + + + + +++ +° + + + + + + + �+ +++++ 4 ° TBC 2580.33 TBC 2580.41 0 + TOC 2580.16 + + +I�+ + + +p 8% + ` TOC 2580.43 + + + TOC 2580.54 +-'+ + + + + oea + + + + + +� + + + -r a + + s + + d + + + + + o +++OC z580.77+,'+ + TBC z580.90 + + G2 6"REVERSE SLOPE CURB AND GUTTER,SEE DETAIL 4/C.3.6 c ' + + + + +. + + + + + + + + + + +° + + + + + # + + + + + + + + + + _ ° 2`rt9° TBC 2580.17 H C O NOT USED a TBC 2578.78 ��y, Gq TBC 2580.16 TBC 2580.45 TBC 2580.53 G2 p G3 \o (s1 10% G2 2 TBC 2579.99 / I S z �\% Ga TRANSITION CATCH GUTTER TO SPILL GUTTER � SCFI E E Lam® 2575. 1 TB 2579.88 d _\ TBC 2580.91 611. G4 vo G4 , 0 4 TBC 2580.82 TBC 2580.09 �' D d 02 TBC 2579. TBC 2580.88 ° TEN MILE ° TBC 2580.22 2 10 T C 2579.76 o � G2 G2 tiry 2581.01 j I d i TBC 2579.57 _-' \\ CROSSING TBC 2579.88 \ / °)° \ / / 2.2% ° I 1.6% 03 S&G TRAP-C . 1 7oAl rn I RIM:2579.09 ° h i 32LF OF 18"S.D.@ 0.50% 76 2 I INV IN:2574.31 18'(S) O O I _J d N ro INV OUT:2573.96 18"(E) � ^ ° TBczs7s.sa SEEPAGE BED B V I TBC 2579.28 TBC 2579.27 a i 700 South E TBC 2580.18 m 1.5% wo 2.0% E TBC 2579.80 TBC 2580.74 d ° W I '' 2 G7 16 o f 1 � TBC 2580.95 \ I �I l TOC 2579.44 TBC 2579.2 4 d ° I Way i n d e r Avenue TOC 2579.30J C SDCB-D 01 ° ° m 4 a G2 U RIM:2578.712574 815"(E) ° °� 4. ° d ° G2 2 ' I Meridian, ID G1 G4 2 N INV IN:2574.9312"(S) 4 83642 N TBC 2579.24 INV OUT:2574.43 18"(N) d d ° 4- 4/ -% G4 TBC 79.80 ° 4 ° ° ° ° TBC 2580.66 TBC 2581.11 ° TBC 2579.24 ° d d TBC 25 9.83 4 ° F G7 d° TBC 2581.20 �r 96� 2 G7 TBC 2579.20 b b d °° d 4° 4 ° 2 NOTE: F qq 0 4 TBC 2579.16 / .2y TBC 2580.13 �� d d d ` 1. CONTOURS ARE SHOWN AT V INTERVALS. SITE WORK CK ° N ° ° d G2 2. ALL SIDEWALK CROSS SLOPES SHALL NOT BUILDING SHELL EXCEED 2%PER ADA REQUIREMENTS. - ° 1$°b d �N ° 4 d ° d d RO^ TBC 258 2 RESULT EXCEEDING IN REWORK. OSS SLOPE WILL - � ?f% ° TBC 2579.33 d a \ G2 ° 4 < 4 ° ° ° ° TBC 2581.2 REVISIONS ° 9 a ° ° 2y 0 29 APR 2022 ADDENDUM#3 ° d d G Q 11 JUL 2022 PR 005 2 Q y ° d ° 4 ° N _ ° TBC 2579.46 a d ° 4 ° G2 TBC 2581.15 ---------- ° TBC 2579.44 G7 ° TBC 2579.50 2 01 I TOC 2579.72 a' 1 V 1.8% TO 2579.58 TBC 2579.39 - N TBC 258L29 1 o TBC 2581.32 � W ° TBC 2580.46 d zoo �� 1.9°/� W 12 H TBC2579.44 m N STORM DRAIN KEYNOTES H R3 0' TBC 2581.32 I W W TBc2579.8t N o1 INSTALL STORM DRAIN CATCH BASIN TYPE 1(ISPWC SD-601) G2 TBC 2581.29 r; 1 _ 0 50.0% _\ o TBC 2579.82 G7 i I W d G1 N 2 G4 2 ° TBC 2581.16 d Z �.02 NOT USED 64 - ° 4 J o ° 1°°IO rec z57ss0 d � ° d �\ d ° ° ° ,=+ 03 INSTALL SAND AND GREASE TRAP,SEE DETAIL 2/C.5.6 ° 4 ° 4 d V 1 d 1$I° 4 ° a ° TBC 2581. ~ I TOC 2579.84 ,- a 4 04 NOT USED TOC 2579.99 TBC 2579.63 .25 d TBC 2579.92 d °° d ° ° G2 a d 2 1.8% j I' 4 ° ° ° ° 2581.04 TBC 2581.18 os NOT USED I � ii z ,' 4 2 I - ° d ° NOT USED TOC2679.83 4 �I',, ---jGB---- __ __Gg-----GB ___ GB-4---GB-- -G ___�g____ GB__! -GB-----G __ _ ____ _ 00 ° TBC 2580.78 2 ° ° d d 'A\ G1 ° °4 TBC 2580.98 \\\ G4 G1 '' 4 TBC2579.95 ° 62 07 INSTALL 12"STORM DRAIN LINE TBC 2580 50 ° d d TBC 2580.92 Y' J o ° G4 G4 TBC 2579.99 ° �\ ° 4 ° 4 ° d d 4 2 os NOT USED J TBC 2579.65 d4 1.8% TBC 2579.72 TBC 80.47 2 4 ° ° G2 1 _ TBC 2579.68 ° ° ° d d ° os NOT USED 2.0% ? 4 ° ° d TOC 257A 70 TBC 258. 07 G2 0 NOT USED G2 ' 64 o TBC 2580.78 TBC 2580.68 I 1.0% TBC 2580.00 iCU TBC 2580.74 11 NOT USED - 1 K --__- a I TBC 2580.50 2 0 ?Sgp 2 K TBC 2579.68 1 0 -'2577- 1 w 1 n LL ) Read and understand Specification o N TBC 2580.00 o ^� 12 NOT USED � \a J ) Divisions 00 8 01 and appropriate technical 1 Specification Sections applicable to perform ° 0 1 ) the work shown on this drawing sheet. m 1 / 13 NOT USED �0 1 �� /% O ) _ Notify ArchitecUEngineer of any 1 3 0.5% 1 inconsistencies. Z 1a NOT USED PROJECT#: ID2101MB 4 ID-4835-22 S I )) DATE: 04/06/2022 ° 2 0% 1 2 j NOT USED L z ) L DRAWN BY:CHECKED BY: JDTM/JRM G7 N 1s INSTALL 18"STORM DRAIN LINE S TBC 2579.89 ©2022 RLE I _ o��a°�� TBC 2580.00 TBC 2579.66 G1 25�`'0 TBC 2579.9 _ TBC 2580.00 2 TBC 2580.00 '� TBDC 2580.00 TBC 2580.07 TBC 2580.68 - 0 TBDC 2580.00 ° TBC 2579.49 _--RIM:25 8.721 -me----- INV OUT:2575.64 12"(N) o -tO8 TOC 2579.70 M --_-------2577 ------------------ TOC 2579.63 i 258 1 N/ 257g N TBC 2579. M o `` ---- � � o 0 2 - ---- ---- ---- n ---- e ______________2577------------------:1 ° 1 GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS,CONTOUR LABELS, toe---Ttoe- _ 0.5% STORMDRAIN INVERT ELEVATIONS,AND SELECT STORMDRAIN PIPE SIZES HAVE --toe---_-toe_--_-toe_--_- co I BEEN MADE,AND ANNOTATION UPDATES HAVE BEEN MADE FOR GREATER CLARITY __-- � as% ` N � � d �-'" N GRADING AND TOC 2577.81t ME ° i 2579 DRAINAGE PLAN TOC 2578.26i ME _-25T9- ---------------- --- - _---___ --- ------ i RRO CKS --- ----- ------ ----------------------a----------- ° d ° .e d J ° d 4111 7 ° ° o ° ° d d d ° ° ° ---- ° ° d ° ° ° J ° E N G I N E E R S ° 1 d� d _----- / ° d J d ° ° e ° d a d ° - - ��- - �- - d a°- -� - a - - - - - - ° - - - - ° 7- 4 - - __ ------ 2775 Suite° d d ° ° ° d ° ° __4__-___a-- d ° 4-° West Navigator Dr.,Su' d ° ° o ° { ° d -9-----------° -�-_- J ° °° d ° -� ° _ 2580--"-- Meridian, ID 83642 /4 d ° J d 4 d // - -- - (208)895 2520 m4m10 www.horrocks.com I I I I I I I I I I I I I I I I I I I R2 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 18 - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 9 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 - Architecture TBC 2580.13 r.TBC 2581.70 °4 Q a + +TO 2582.42 TOG 2582.45 _ 0 R O Marketing \O MATCH LINE - SEE SHEET C.4.3 Q � � ° Forensics TOC 2582.45 Q+ cP TBC 2581.66 + + + 08% 2582.34 + 11L,��1��' I/pl'{(/ F'1�{✓r TBC 2580.17 J A TBC 2580.09 d a +a1 2/o - A TBC 2582.22 �022 TBC 2581.70 4 a ++ + 0.2%1.4% + + is + TOG 2582.47 G4 a Q < TOC 2582.38 s�o + \ + + �N + �i+ + 45 901 131h Avenue East,Suite B,West Fargo,ND 58078 - -_-- 2 + + + rs b + + y+ + + C I N E E 701.293.5735 1 mm.rleco.com + + + +�d + -y.o l_ TOG 2582.47 0 10, 20' - 0.7% TBC 2582.30 G'I ° TOC 2582.43 ` �i / a + p \L a ++ + 1 TOG 2582.46� SCALE:1"=10' 2576 --- _ TBC 2580.16 - 1.76/ d Q a + + +6 + "� g ---- -- -- a TOC 2582.43 + + \ LSAD-11 06 Of TOC 2583.20 B �Q ��GENSFO iyF, a + + TOC 2582.47 \\\ TBC 2581.77 + + + + RIM:2582.24 TBC 2581.77 G2 + + ¢7 INV OUT:2580.12 8"(N) TOG 2583.10 4 °d + + + 4+ '0 TOG 2583.05 2000 57LF OF 8"S.D.@ 0.50% N 07/12/2022 p _ 2 < Q a } + + GRADING KEYNOTES G7 Q + + a+ + TOG 2582.93 - ✓9TF or\OP 1 roP_- t-P-_-rop G2 9cOB M o _rop--- ° 4 4 ° ++ '1 3%++ ti GI 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C.3.6 ---top-_ top-_ R Q TBC 2582.43 + + TOG 2582.88 - =I__- rop__- \ + + +. + - -t-P_-_t-P- - n --- -top--_t 4 + + - rop __ _ _ -t°p__ 2 +++++++ + + + + + ` G2 6"REVERSE SLOPE CURB AND GUTTER,SEE DETAIL 4/C.3.6 _t - U --- roP --roP Q 4 +d + + + + + C I -roP--_ - n --- -- -rop - _ -- yo TBC 2580.17 TBC 2581.66 d a + TOG 2582.77 + + + - rop---top___roP--_ - n - -roP --top TBC 2580.09 ° Q d + + + top-_-top- - y - top-__ BC 2581.70 + 1.3%+ H H + z TOG 2583.20 G3 NOT USED ryy99 - top--- P--_ - n ---- P _roP__-topes __ G4 Q + + + + ro P_-- __ _ -tOP--- __ ___ top _ - n -- u - -top �P=_ -rop_-_ TBC 2581.66 n ° a TBC 2582.49 a+ + ++ + + + + ^o IO + roP TBC 2580.13 - -- roP=_ - a + + + T 5 ° 83.10 -top -top __top-__ SCHEELS - top _ -top-_-ro - 7.po d TOG 2683.02 FG 2582.70 u - _ 4 ° Ga TRANSITION CATCH GUTTER TO SPILL GUTTER ,q roP--_ -- n -- ---P-= ro �\ a Q TOC 2582.62 a TOC 2582.95 580 rop---t°P nor _- e - i=- +++++++ +1.7%+ A i + \ 2 �__- - n fl _ P __ __ + + + + ++++++ + + CO roP=-- - n - - =---t° _ _ _ Q + +.d+ + + + + i - fl _�___ fOp- Q to d_- _� + P_-_ toV _A rop_ 4 - -- -- _ -t°@---top�--t°P- - - t-+ TOC 2582.86 top-__roP- 8 __-_fl -_- -----__ }Q1PP.-+ ° �-$toP t°P --top- ..roP---ro ---t°P --t°P --roP--- -top--- _-fi-_- _ fl- __ _�& - -+ + _-+ + D D TBC2580.95 2 \ TBC2581.70 `gyp---ro P roP---.roP---rov-- -�- -+ + + --- fl - fl - - fl P---o 4 G4 7 2 + + + + -- - P -- p--- �0 0.4% Q p TOG 2582.84 v- top ro TBC 2581.05 \ Ga °vQ ++"+ ++ h++d + +++ TEN MILE TBC 2580.99 G2 4 1.8% TBC 2581.76 IBC253,.74 a a + a++ + + + + + ° �5 2 CROSSING i + + + + + TOG 2682.88 + M5° 06 SDCO-K { a + + +a+ + + + + ��' RIM:2582.93 - d a ° a + 4+ +Q + 50 INV OUT:2579.21 8"(SW) TBC 2582.41 + + + TOG 2582.62 g (N G2 I`<. a TOG 2582.56 p0 I Q O 2SDCO �� 8LF OF 8"S.D.@2.00% 77 < 16°/ 13 RIM:2582.46- o 4 INV IN:2577.84 8"(NE) LSA:258 05 E 700 South E TOA 2579.96 � �\ �- -__ --__ � CO O � INV IN:2577.85 8"(SE)- a RIM:2582.25 __ INV OUT:2577.67 10"(SW) INV O T:257 .8"8"( W a yf i n d e r Avenue TBC 2581.08 ----ce-- GB- - __ d a a +a+ INV OUT:2578.01 8"(NW) FG 2582.70 4 TBC 2582.36 e + + TOG 2582.46 21 LF OF 8"S.D.@ 0.50% 'I'I M e r i d i a n qv- z TBC 2581.88 --- 4 +o+ + + ' 2 TB 2581.74 -- + TOG 2582A4 I G7 2 a+ + + 83642 G7 G2 a + +4 + - TOC 2582.58 d I Q a Q a TBC 2582.32 +TOC 2582 45 �\ TOC 2582.58 + �+ TOC 2582.53 F G2 ++++ TOC 2582.54.�F- + + + 2 F Oe�/l° ° °�� + + 4 + + + + NOTE: TBC 2581.04 �/ ^ 4 @ q TBC 2581.01 f f 2 o5p d - + SDCO-L 13 1. CONTOURS ARE SHOWN AT 1'INTERVALS. SITE WORK & a + + +_+ + i + RIM:2582.52 O TOG 2582.51 .- INV IN:2578.12 8"(SE) 2. ALL SIDEWALK CROSS SLOPES SHALL NOT TBC 2581.81 Q^ G2 I+ + �� BUILDING SHELL BC 2581.74 QO +I + + + Q+ +,' C.�, INV OUT:2578.12 8"(N) EXCEED 2%PER ADA REQUIREMENTS. TBC 2580.94 \ 30 ° a i+ + +a + t., EXCEEDING THIS CROSS SLOPE WILL / ° 09 2 d +d+ RESULT IN REWORK. TBC 2581.71 G4 a 4 Q ° �- TOC 2582.43 + + ,TOC 2`�582.61 2 a +++TOC 2582.52 + ATV REVISIONS O SDCO-N 1.8% I a ^`(TOC 2.6L �� 73 SDCO-O RIM:2581.15 d a �� + + RIM:2580.48 INV IN:2576.49 10"(NE) Q os TBC 2582.34 ° +++ 11 17LF OF 8"S.D.@ 0.50% 2 �LSAD-18 06 1Q 29 APR 2022 ADDENDUM#3 V OUT:2576.49 10"(W) a G INV IN:2575.2910"(E) I Q a } RIM:2582.20 FG 2582.70 G INV OUT:2575.29 10"(SW) TOG 2580.65 TOG 2580.72 TOG 2580.80 TOG 2581.03 O� Q ° + "1% + + + + + El INV OUT:2578.20 8"(NW) Q 11 JUL 2022 PR 005 Q + + � + + + + TOC zsaoss ° °d a ° 2 TBC 2581.59 ° d d i + + + + + d + TBC 2580.65 09 77LF OF 10"S.D.@ 1.55% 4 + + + + + + + + 0 SU SD SD 2 4 } } + } +� + + + + TBC 2581.59 G4 I- - TBC 2580.78 yy� / + + + + + + + + + � '�� Q 4 + + + + + TOC 2582.71 + + + + TBC 2580.60 @r a d 4 Q ^ o a 4. Q 4 TBC 2582.45 a OSDCB-B a TBC2 81.67 +.+++++11%++ ++++ ++�+++�� FG 2582.70 RI �,�o a a °. a a Q + + + + + N + +i + +� + + G2 + + + + + + + + + + + INV IN:2574.98 8"(E) O Q - TBC 2582.55 N INV IN:2574.82 10"(NE) G1 d �� ° a Q ° a 4+ + + + + +° + + + + + + + H �\ IN OUT:2574.65 12"(W) ° 09 d 4 TOG 2580.63 TOC 2580.74 TOG 2580.94 TOC 2 1.05 ° ° a t + ®. + °+. + d-F + + 4+ + + + + + H \ Q 4 TOC 2580.96 o.1% STORM DRAIN KEYNOTES > h° a G7 Toc 2582.60 , + + + + d + + + + 4 + d+ 07 109LF OF 12"S.D.@ 0.50% 2 �' a d 4 a + + + 710 + + ie + + + + + + + o TBC 2580.44 TBDC 2580.52 a G2 Q - I- + + 9 0 + + ry. !G'I a G1 a + +��+ + + + + + + + + + + o� INSTALL STORM DRAIN CATCH BASIN TYPE 1(ISPWC SD-601) F TBC 2579.64 TBC 2579.26 t4' 4 ^'�\O Q H d a d TBDC 2582.20 + + + + + + + df + + +TOC 258+< _�, - W TOC 2580.03 4 a Q b ,' d 2 +' + + + +4 + + + + + + + TOC 2583.20+ + W as '/ as as as TBC 2580.66 4 - Q + + + + + + + + + + + + + + + + a + rOC 2582.86 + + + + a- oz NOT USED + + + + TOC 2579.72+,' + + + + + + + + + + + + a+ + + iC] + + + + + + + + + + + + + + 2 + TRENCH DRAIN CONNECTION-L 4 TRENCH DRAIN CONNECTION-F + + Q + + + + + + + + + + + + + N + + + + + + + + + +a + + + + TOG 2579.84 + + + + + + + + 4 + TOC 2580.58+ a++ +.+}+++++ + +++++�'++.+ + Q6I OF g S O + ++++ a+a +++ #1 RIM:2580.55 08 2 TBC 2581.69 76.89 8"(S) 1.4% + W a TOC 2580.11 -4 + + + + + + + _ ° + + +++ + + s + + + + + + + + + + +'+ Q + + + + + + + + a @ 2.O0o o+ + + e 1,2% INV IN:2575.90 8"(E) O TBC 2581.74 06 INV IN:2576.89 8"(S) + + d+ + +�+ + 5? + + + �' + + + + + + + + + + + + + +. +. + {� + ° 77 6 3/ g„ INV OUT:2575.90 8"(W) IN OUT:2576.89 8"(W) + + + + d+ + +.4 + + + + + + + 03 NOT USED W �' + + io + + + + TOC 2580s2 + + + + 4 + 1 + + + + + + + + - I + + } + + + 7 7 6.9% _ a + + + a 4 @ + +++ ++ 2582.85i +�+ 0.2%� I - TOC 2579.83 + + + + + + + + + a - 99LF OF 8"S.D. 1.0�% + + + -T+ •,04 NOT USED O + + +}+ + + + + + + + TOP 2583.07 W + + + + ti c + + � +++++Q}+ �++ +. a ° a +' + �TOC 2582.83 + + 1 4'ii +� i + + + + + + TOG 2583.20 Z +�.+25�y+ +}eQ +++++ + + + + + + + } + �o + + + + + +° + + + + + + + + + + + a Q 21010 ++} + + +� + j +, + TOC 2583+ + + + .J + 4 - TOC 257ssa TOC 25eo.21 + + + + + + + + d+ + + + } + roc z5so.72 + roc 25aos1 + + + + + + + d + + 4+ 3. + + � INSTALL CLEANOUT AND COORDINATE ROOF DRAIN + + + TH + + + + +� + + + + a TOC 2580.63 a d 4 + + + + + + TOC 2583.07 Q+ + �•;OS .2 + + + + Q+ + +° + d + °+ + + + + + + + + + +Q + + + TBC 2580.67 + ++�+ +�+++ °}TBC 2580.78 ++ +++ + o++�+++ +++ +; TBC 2581.67 4 TBC 2581.73 +� + + + + + + + �.� + ,fl + + + + + + , CONNECTION WITH MECHANICAL WHERE APPLICABLE - rgc zs7ssz a 4 rBDc zSsz.oa +++ + ° o++++ + ++++�++ F+++++ CST IRON G ATE),SEE L AREA DRAINARCHITECT PLANS+ + + + + + I a #� 'rroc zs6aosl >(os CAST IRON GRATE),SEE LANDSCAPE ARCHITECT PLANS FOR I Toc 2580.2s d GRATE DETAIL. TBC 2580.02 \° E �' +- > Q G4 2 G2 ^� G2 H G4 G2 ° 4Q Q � 2 � a + `+RtB�+ + + +}+++++++o +++++ O a d a Q rBDcz580s7 .�s°I ° ° G� TOC2582.57 + o +++ + + + + + + ',•'o� INSTALL 12"STORM DRAIN LINE 2 4 4 a Q r 4 1.5% a a -d+� + + /:TOC 2583.00.® + 0+ + > J 4 ° TOC 2581 TB TOG 2580.65 TOG 2580.74 //TOG 2580.94 TOC 2'. 1.05 d �' + + Q + -- J 4 4 TBC 2582.39 0' + + °+ TOC 2583.20 + + G7 4 4 d p + 2.0% 'p �. a + + + �// + + + os INSTALL TRENCH DRAIN,SEE DETAIL 1/C.5.6 v a G2 TOC 2582.51 0 N d Q 4 a a 2 4 a + + + o + FG 2582.70 + + + + + o+ TOG 2583.20 /___ Q4 a d ° 4 a + + 0 71 + + 4 +T C 2583.20+T+ 09 INSTALL 10"STORM DRAIN LINE TBC 2580.67 Q a d ° `�, ` TBC 2581.58 TBC 2581.66 a +}++++a+ + + w +4 +++ + 4 Q TBC 2582.30 + + + + -------- TBC TOC 2582.34 + + +r_+ - 70 NOT USED TBC 2580.56 y G4 2 do a + a I+ `y1 ^ 62 \o ° d 4 + +++I++ "� TOC 2583.20 rBC2580.57 ^°� �� TBC2581.5E ° + + °+; + �� INSTALL 8"STORM DRAIN LINE f a + + \{TOC 2580.4� TOC 2580.52 TOC 2580.62 TOG 2580.94 K 4 a 1.6% 1.8% I+ LSAD-13 06 2 K TOG 2580.83 46 TBC 2582.20 TOG 2581.04 d 4 + + $I + RIM:2582.29 O Read and understand Specification ?S b 4 TOC 2582.49 +a ++I++ INV OUT:2577.09 8"(N) 72 NOT USED Divisions 00&01 and appropriate technical Specification Sections applicable to perform + + +I + 73 INSTALL CLEANOUT WITH TRAFFIC-RATED LID the work shown on this drawing sheet. 4 a 4 + + I+ °+ + O NotifyArchitecUEn ineer of an TBC 2580.03 d a 4 o g Y 2 a 4 4 + + +I + + 4 inconsistencies. seo i TBC 2581.34 Q TOC 2582.54 a + + + + +a Z G4 qlo 2 Q Q a + + + + + _ - G4 TBC 2582.20 +++ +b +++ -- + TBC 2580.07 °'r,a + I+ + _ + J PROJECT#: ID2101MB TBC 2579.99 - d ° 4 °} IN ID-4835-22 L ° ° a + + +I + a+ + Nco DRAWN BY: DMM%RM TBC 2581.30 4 13/ TBC 2581.38 190/o v m +++ + 9.6% N Q L0 CHECKED BY: JTM Q4. d G2 ++4 + ++a++ L- +4 W OL ©2022 RLE G2 / .� Q ++ + W v + + + + _ � 0 1.3% G2 TBC 2582.20 + + I+ + + + d TBC 2579.99 +- - 1?°O TBC 2581.44 a o- -`<"----� T G1 TBC 2581.28 a 4 d 4. a TOC 2582.54 + + 4 Q-F Q + + + + + � M M TBC 2580.14 2 2 4 d 2 a TOC 2582.46 + + ++++ GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS,CONTOUR LABELS, o j Cs2 + + + + LSAD-14 06 STORMDRAIN INVERT ELEVATIONS,AND SELECT STORMDRAIN PIPE SIZES HAVE a + + 4 + RIM:2582.21 BEEN MADE,AND ANNOTATION UPDATES HAVE BEEN MADE FOR GREATER CLARITY I o d a + + 2 Q�O^ d N + + + INV OUT:2579.55 8"(S) O4 a a TBC 2582.20 NF +a + + 2 1 a Q + + TBC 2579.99 4 a a TOC.582.24 ++ TBC 2580.07 81 ° 4 + + 2 04 � TBC 2581.44 25 �� TBC 2581.50 +" + + A N � o Q a a + + + TBC 2580.03 Q + + + + \e/ d a 4 TOC 2582.38 �"(i' TOC 2583 20 + TOG 2583.20 N GRADING A N D TBC 2581.53 4 4 + + + + H '\,�t + t r + + \� • a a d d +++++ ++ FG 2582.70 TOCr°; + + F TOG 2583.20 HORROCKS DRAINAGE PLAN i 2583.04) + + + i i + + is a+ 4 + - +� p + +p+ -� E N G IN E E R S TBC 2581.01 N TOG 2581.16 Q ° d + + + t + + + TOG 2580.77 TOG 2580.87 TOC 2580.97 TOG 2581.24 TOG 2581.32 +}+++ + +++ 11 + + +�++++I+L+ + 1 a + + 2775 West Navigator Dr.,Suite 210 2 G2 �d 4. a �� + + + + + rl + + + + +. + 2 d a + + + + + +4 + I - + + + + Meridian, ID 83642 �o TBC 2581.87 d O G2 G4 4 ++++ TOG2582.63 +++ + .,i++++}aF+++ d+++ CAA 1 i 2 a ° <. _ G4 TBC 2582.36 + + + + ++ _ + +TOG 2582.91_++ }++" (208)895-2520 a MATCH LINE - SEE SHEET C.4.9 ° + + Toc25a2.a5 ,t TOC2583.20 www.horrocks.com •+ ° _- 4 + TOC 2582.89 + R2 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 9 - - 10 - - 11 - - 12 - - 13 - - 14 15 - - 16 - - 17 18 - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 � Architecture Interiors MATCH LINE - SEE SHEET C.4.3 TBC2678.30 TBC 2578.88 Qc_ _ Marketing TBC 2576.83tee579.14 p Forensics TBC .0 2579.37 N TBC 2578.88 A 42 �_ " APLACE ROCK CHECK DAM AT END OF CURB 2 c1 reC257s.75 G220S>8 4, Ga-,tAND GUTTER UNTIL DRIVEWAY CAN BE a 2EXTENDED IN THE FUTURE.SEE SHEET G'1 9D1 13h Avenue East,Suite B,West Fargo,ND 58078 C.7.0 FOR ADDITIONAL DETAIL G7 G4e1 701.293.57351 mm.rleco.com - 0 10, 20' -toD-- _______ rop- -roP--- MW 2 - top ---top-- tL-=_---------�_=-=-s =�- -top---top-_-mP-- _ 1al° TB 2579.22 2 \ 1210 ) TBC 2z 78.96 _-top-- _--_-- -- _ rop--- // �� .9'° SCALE:1"=10' -toD- _ top- _-top_- / _ -roP--- top - ro TOA 2S78.18 -- u _ __ -tap- __�_A�_ _toP---wn-- - n-- -roP---top-- top to - u rop -top_ -top--- TBC 2577.91 ,tap'- --top-- - p---to / --- t TBC2579.36 2 G7 -wpm" _mD--_'o' p__- / --roP_ _toprop -rop- 78 SD-MONWELL-A G2 GRADING KEYNOTES SS\ONAL F,y�i B /mP� toP p rop,--top- TBC2578.40 ti bp top-- rop---top __rop_ _ - _ \ 1 2 B �5F �1GENSFO •j'F P - rop rop - - u -top- SDCB-K 1 c1 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C.3.6 a P u RIM:2577.22 _ --rop-- P'_ / TBC 78.88 ---top eINV OUT:2673.98 15"(S) -- toP---roP- -rop TBC 2578.88 TBC 2579.03_wp 2000 - TBC 2578.33 t - u --_--- -- ---rop-- _ 07/12/2022 --- - -toP- NA �P --- ___top___ro __ roP c2 6"REVERSE SLOPE CURB AND GUTTER,SEE DETAIL 4/C.3.6 y;, Qr _ -roP-- _ -=-u -- -- - ✓y 13 Mo �1 m Zg18 t p __�_ -ton---'op u --u- - u _ro - -top _ro CAB MURQ _ 2 - N \ rop_ oP___o - - -= G3 NOT USED t P _G4 TBC 2578.40 I \ C I TBC 257 .9e TBC 2578.a8 Ica TRANSITION CATCH GUTTER TO SPILL GUTTER C 2,?� �V■ 1T I° TBC 2578.88 TBC 2578.96 TBC 2578.67 5 SCHEELS G1 n' S o N 0 \ CO 16 TBC�579.61 D 2g>9 G2 �N D 2579.83 TEN MILE 2 \o/ J 2579 TBC 2580.24 / TBC 2579.97 CROSSING NBC 2579 79 � TBC 2580.05 Ga ------------ - o 2 -- _ I �o G4 -------------- �' TOA 2577.92 N G7 2 E ------------- 0.5% G1 0 ° E 700 South _--- e G1 NOTE: 2 1. CONTOURS ARE SHOWN AT V INTERVALS. Q -----GB- 2. ALL SIDEWALK CROSS SLOPES SHALL NOT W ayf fi n d e r Avenue \ _ EXCEED 2%PER ADA REQUIREMENTS. El [n TOA 2579.44 TBC 2580.202 EXCEEDING THIS CROSS SLOPE WILL Meridian I D N a TBC 2580.45 S RESULT IN REWORK. I A TB 2579.86 G4 TBC 2579.91 2 83642 T C 2580.50 TBC 2579.68 ` 2 F a �� 04 Ga �`_ F .._� n SITE WORK & TBD25eo.35 BUILDING SHELL TB 2579.93 G2 TBC 2579.98 T. � TB 2579.40 � r I rec zsnsz � $ z TOA 2577.77 B 2579.79 TBC 2580.39 Z TBC 2577.92 1 t 2 TB 2579.36 m p E�/I S I O N S \ / y R V �7 2 G1 v/ 'f/ m Q 29 APR 2022 ADDENDUM#3 G G4 N o "/ m G S TBC 2579.6e Q 11 JUL 2022 PR 005 V TBC 78.56 2S>9 l@ T- 2 G2 \N TB 2578.60 IJ,N TBC 2579.61 \ m W 1� BC 2578.52 f TBC 257 .40 O 2 2 TBC 2579.60 2 I SDCB-AA 01 SDCB-A RIM:2577.30 TBC 2579.68 12 RIM:2577.7 O7 G2 G4 INV IN:2574.13 8"(W) G1 INV IN:2573.35 15"(N) 2 tt INV OUT:2573.9710"(S) G2 G7 INV IN:2573.3515"(E) a;� 2 STORM DRAIN KEYNOTES H M 01 SDCB-AB 2 °n' TBC 2578.67 INV OUT:2573.10 18"(S) G1 H 1• RIM:2577.30 2 N SDCB-J 2 .4 1I T'2 74. 1 8" 11 34LF OF 8"S.D. 0.50% 01 RIM:2578.87 01 INSTALL STORM DRAIN CATCH BASIN TYPE 1(ISPWC SD-601) m @ m TBDC 2 78.67 INV IN:2574.10 12"(E) C 2579.34 TBC 2578.25 2S>8 61 INV OUT:2573.85 15"(W) 1 1 i� TBC 2579.74 TBC 2579.68 02 NOT USED - W TBDC 2579.18 W i TOG 2579.27 19.0% _10OLF OF 15"S.D.@ 0 50%+ G4 ° ° H ° + � +++ + OC 2578.36+ + + + + + - + + + + + +Q + +° + + +z_+ _ + + � + 03 INSTALL SAND AND GREASE TRAP,SEE DETAIL 2/C.5.6 + + +°+ + + + + + + + + + + TOC 2578.9 3 d+ + + s + + TOC 2579.43 W TOG 2S7.36 1.2% ° + +++ + + + + + G1+ _V + + ++ + + + + + +l'+ r + + + + + TOC 2579.33 + + + + W FUTURE LOT TBC 2577.89 TOA 2577.73 a a TBDC 2579.19 + e + 51g + N ° 32% roczs7a.61 + + + + + �- + + + + oa INFILTRATION TRENCH SEEPAGE BED,SEE DETAIL 2/C.5.6 ' TBC 2577.89 +- ++++ + ++++ TOC 2578.52 + +++�+ W i8e" TBC 2579.68 + + + + + + + + + + Z IIIIIIIII 217 , TOC2578.93 + + 4+ os NOT USED _ 7 J �� + + + + + °+ +a+ + + + + + + + 4 + + 4 n -i + + °+ + + °+ + + + 1 1% + aF + d+ + + + + + + + TOG 2579.09 + + TOC 2579.44 + ° + TOG 2579.86 2 ° + + + + C 2578.58 a + TOC 2579.54 + + 4 + + + + + � +a+ V. + + + +° + + �a + ++++ T c z57ss3 + os NOT USED - H 2 a 1.3%a 1� c4 TBC2579.53 H o7 INSTALL 12"STORM DRAIN LINE C c TO 2579.77 67 TBC 2578.61 G2 2 c c TBDC 578.76 c2 J @) ° r6 2578.76 G1 �° oa NOT USED J c1 f TBC 2577.99 ui TBC 2578.53 2 INSTALL 10"STORM DRAIN LINE LL \ G4 ° _ LL \1 2 TOA/TOC 2577.37 ° TBC2579.36 10 NOT USED Ga TBC 2577.84 08 TBDC 2578.13 i c4 i < '� rec zs7a.as Tsc zs7s.3s \ 11 INSTALL 8"STORM DRAIN LINE ry c1 a TBC 2578.42 .I(( o 2 -� TOG 2577.98 23% ° -J/ j cn ( � TBC 2579.47 K 57A-- �� roc 2578 1 T C 2578.81 2 s LL i 1z INSTALL 21"STORM DRAIN LINE K 2 'TBDC z57a1o` h� O 1A5 Read and understand Specification ti 2579.04 ti M Divisions 00&01 and appropriate technical TOG 2577.88 a °0 13 NOT USED Specification Sections applicable to perform TOA 2577,62 o the work shown on this drawing sheet. - ° TBC 78.18 TB 2578.00 4 a a 1% „ ° ° � ta% C Z. ( 12 NOT USED i Notify ArchitecUEngineer of any 79+ - 0.1% 2 37% inconsistencies. PROJECT#: ID2101M6 ° a TBC 25 TBC 2578.80 a o ID-4835-22 (TOO 2s77.8z � � Ga aU eczs77sz 15 INSTALL 15"STORM DRAIN LINE a TOC 2577.96 o TBC 2578.76 2 DATE: 04/06/2022 i J TBC 2578.E TOC 57a.85 TBC 2576.93 1s INSTALL 18"STORM DRAIN LINE L �� _ L DRAWN BY: DMM/JRM TBC 2577.68 a TOG 2578.81 G7 G4 TBDC 2578.14 '11O LL CHECKED BY: JTM SDCB-T 01 a RIM:2578.73 O INV IN:2573.53 10"(N) G1 G1 ,-' G2 17 INSTALL STORM DRAIN CATCH BASIN(ITD 605-21) C 2022 RLE G1 TBC 2577.54 INV OUT:2573.36 12"(E) ,- 2S)� TBC 2578.91 TBDC 2577.89 TBC 2578.81 O N '�• ° TBC 2577.78 // 110% 1g NOT USED 2 �2 - TBC 2579.1E //,,, ! 07 55LF of 12"S.D.@ 0.50% El O 19 INSTALL MONITORING WELL,SEE DETAIL 8/C.5.6 2.7� TOA/TOC 2577.20 a �� 22LF OF 21"S.D.@ 0.50%92 2 2 TOA 2578.11 SDCB-C 17 TBC 2578.7E GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS, M DRIVEWAY B _ - RIM:2577.2 .yy1a 2 M S&G TRAP-E o INV IN:2572.69 18"(N) T 7 3 ° TBC 2578.23 .�1° 03 �'1 CONTOUR LABELS,STORMDRAIN INVERT 2 3 RIM:2578.20 u? INV OUT:2572.44 21"(W) INV IN:2572.33 21"(E) m ELEVATIONS,AND SELECT OTATION UP PIPE SIZES HAVE BEEN MADE,AND ANNOTATION UPDATES INV IN:2573.08 12"(W) 2 HAVE BEEN MADE FOR GREATER CLARITY c- w INV OUT:2571.99 21"(N) 2 TOA 2577.38 � \wa G4 2 1 G1 \ 1 G2 N TBC 2576.93 2S>j � G7 TBC 2578.82 TBC 2578.27 TBC 2578.7E TBC 2577.88 �_ ry\/ TBC 2577.54 ° N ` G1 0� TOA/TOC 2577.69 ° roc zs7a.7s TOG zs7a.ss N GRADING AND TBC 2578.80 � TBC 2578.55 s 2.7% TBDC2578.45 0\` TBC 2578.84 HORROCKS DRAINAGE PLAN I a TOC/TOA 2577.97 � o II1II � I TOG 2577.24 TOG 2578.03 TBC 2578.25 E N G I N E E R S TOC 2577.8E - 21°/° TBC 2580.22 ° a a 1T ° TOC/TOA 2577.79 ° 3.5% 2.2%- '- ° TOC 2577.35 ° 3.1 d a TBDC 2578.50 a- a TBC 2579.34 2775 West Navigator Dr.,Suite 210 4 a TO C 2578.02 ° "e ,4 TOC 2578.79 �1°\O 2 0 2579 2 Meridian, ID 83642 _ 1� ° ° TOC 2 78.23 ° TOC(rOA 2578.03 ,- TOC 2578.84 G2 ° CAA2 TOG 2578.31 -_ G2 (208)895-2520 °< MATCH LINE - SEE SHEET C.4.10 www.horrocks.com R2 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 18 - - 1 - - 2 - - 3 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 � Architecture Interiors 8 R O / o Marketing Forensics a s l A TOC 2574.77±ME / �wp "A/ ' / A •w w ' TOO 2574.94±ME EET C.4 ' '\ 5 901 13 h Avenue East,Suite B,West Fargo,ND 58078 r TBDC 2574.64 ' -��--- J / p )' 4 -SEC $N � �'�° C �• 701.293.5735 owvw.rleco.com / P ti. NE �/ TOO 2574.96±ME p 0 20' ATGN L� M / p SCALE:1"=10' /`° 000 B B �`c �YGENsF /yF ° a� TOO 2574.88 ° TBDC 2574.54 EOA 2573.97±ME tp // 1 /' // 20005 N 07/12/2022 p OF G1 TOC / / // / ♦ O 1P C / // ,� `Q/ �s moo° /' 18 /� /�� , C /,cp o SCHEELS® °° @I TOO 2574.27 / v , ryt� °o I / �Q / Wp /vP 3.1% D TEN MILE EOA 2573.66±ME , TBDC 2574.34 I 8 09 / / 1 / TBC 2573.95 ==�' °p CROSSING TBDC 2574:19 _ G1 0/,' RIM:2573.45 Q TOO 2574.16 INV OUT:2570.5910"(NE) i 1 8 TBC 2574.77 ' � /'�/ wp �A TBC 2574.77 07 SDCB-Z RIM:2573.91 i ° INV OUT:2570.6610"(NE) '\�\ / / ' �'i' E , TBC 2574.52 a ° / TO C 2574.93 2574 '/ y//' G7 ° E 700 South TBC 2573.9 ° TOO 2574.77 i / TOC 2574.62° � e ' � o �� o Wayfinder Avenue cffMeridian ID TBC 2574.42 � ° o° TOO2575.04 �� / / / \ / , 83642 TOO 2574.56 i/ ° / / FUTURE LOT a LOD CO e / / o a F ° \ ----,Do �< TBC 2673.96 / SDCB-V 07 257q `V a F d ° ` °o / ° /` RIM:2573.45 \ / NV OUT 2570.58 10"(SW) ^f SITE WORK & o TOO 2574.65 / / j°m \< ' /' \ TOO 2574.98 o o a BUILDING SHELL EOA 2573.35±ME / / ( I / ° ,/ °o @/ i c a TBC 2575.09 REVISIONS a TBC 2574.13 TOO 2574.87 ° � ' o° yyjv / ° 08 / 11 JUL 2022 PR 005 ° TOO 2574.27 /°6P 1 \ TBC 2574.73 G1 o o / h / 1 TBC 2574.98 °o / ° TBC 2575.33 / / - d o / 0 I � I TOC 2574.38 �'vL�` TBDC 2573.49 / \\// 1 d i 'q} TOO 2575.52 1° H TOO 2574.10 � I top �n \ \ TBC 2575.31 � H ° TOO 2575.63 , N I <o 61 TBDC 2573.39 \ o I m a o ° / \ Q J 'r--------- \ ° TOO 2575.74 1 0 2573---- I i _ / o \ a / a \ TBC 2574.73 \ TOO 2576.58 EOA 2573.15±ME \N ° o �� I �� <OO\ � G1 1 TBC 2575.27 ^1./ TBC 2573.85 `Q \ ° TOO 4.88 2575 TOO 2576.47 \ TBC 2575.00 A °a o I `� duo TOO 2575.42 ° o TOO 2573.86 I TOC 2574.99 \ a TOC W;05 1.9% o TBC 2574.01 1 / I I I I � � TBC 2575.49 I I 1 _a � I TOO 2573.87 1 ° I <°o / \ a 1 a 1 \ TBC 2676.33 o I I \ G7 1 TOO 2573.78 > / 4 YYY u I s \ 1 / tt __ __ I I ____vvv v v v v <o° /� TOO 75.34 <��\ TBC 2575.27 ° STORM DRAIN KEYNOTES GRADING KEYNOTES / I _ a o� INSTALL STORM DRAIN CATCH BASIN TYPE 1(ISPWC SD-601) G1 6"VERTICAL CURB AND GUTTER,SEE DETAIL 3/C.3.6 <0 TB 2575.32 \ u - I \` / 0 02 NOT USED �2 NOT USED <oo O I TOO 2575.51 0� _ K � � A°I' I I � � TBC 2575.49 - _ ' K 1' NOT USED G3 NOT USED <oo Read and understand Specification , ' I o Q ° Divisions 00&01 and appropriate technical oa NOT USED Ga TRANSITION CATCH GUTTER TO SPILL GUTTER \< a Specification Sections applicable to perform TOO 2575.41 / \, ° �'� � the work shown on this drawing sheet. I ° ry./ I Notify Architect/Engineer of any a o os NOT USED <° \ TBC2576.33 G1 inconsistencies. PROJECT#: ID2101 MB 5-22 NOT USED TOO <Oo a 04 06/3 022 I ° I a \ � DATE: �� L DRAWN BY: DMM/JRM L I 4 70C2575.63 ° CHECKED BY: JTM I I I o7 INSTALL 12"STORM DRAIN LINE ° yo° a oI I I 11 ° TOC 2576.47 A 1�a I ©2022 RILE ° �I c- 1� i oe NOT USED Zoo ° ° a a o i *INSTALL 10"STORM DRAIN LINE °O ° a ^ a ° d° ° ° o / 70 NOT USED \Loo a q ----1 0 1 I \ y^ TOO 2576.58 IM M ° I o 71 INSTALL 8"STORM DRAIN LINE FUTURE LOT o°\LO 1 0 72 NOT USED �L LOD I I NOT USED TOO 2573.05 81 \ I EOA 2572.61±ME 1 1 1 GENERAL UPDATES TO SLOPES,SPOT ELEVATIONS,CONTOUR LABELS,STORMDRAIN INVERT ELEVATIONS,AND SELECT TBC 2573.13±ME I 1 I 1 74 NOT USED NOTE: STORMDRAIN PIPE SIZES HAVE BEEN MADE,AND ANNOTATION UPDATES HAVE BEEN MADE FOR GREATER CLARITY N I TOO 2572.96 II I II 1. CONTOURS ARE SHOWN AT V INTERVALS. N GRADING AND 101 1 \� II I II 1 \ 15 NOT USED 2. ALL SIDEWALK CROSS SLOPES SHALL NOT DRAINAGE PLAN EXCEED 2%PER ADA REQUIREMENTS. HORR�CKS I I I EXCEEDING THIS CROSS SLOPE WILL ° d 11 I II o 1 I 1 7a NOT USED RESULT IN REWORK. - I\ E N G IN E E R S NOT USED TOO 2572.B6±ME 1 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 Q �a CONSTRUCT TEMPORARY INFILTRATION BASIN Q \ TOO???±ME , (208)895-2520 I 1 CAA3 www.horrocks.com I R1 - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 8 9 10 11 12 - - 13 - - 14 - - 15 - - 16 - - 17 18 — 1 - - 2 - - 3 - - 4 - - 5 - - 6 — 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 — 15 16 17 18 � Architecture _ Interiors Marketing .�}�� Forensics A Aj(^I 1�. 901 13th Avenue East,Suite B,West Fargo,ND 58078 701.293.5735 1 owwv.rieco.com ONAL B B o�SV�GENSFO�yF 4� 9 2000 U0 7/12/2022�0 — ✓9C�B MURe�1 C C SCHEELS® D D TEN MILE CROSSING 00 E �� P/j� F 700 South �LOD� / / Tj/� ', STORM DRAIN KEYNOTES Wayfinder Avenue INSTALL STORM DRAIN CATCH BASIN TYPE 1 ISPWC SD-60 'ffI M ID R Meridian - ------------------- ,,;;-'�� \� NOT USED -2575- � , , h„ ,F 8364 LOD I 03 INSTALL SAND AND GREASE TRAP,SEE DETAIL 2/C.5.6 F S. 18 tISD-MION WELL-F I11 \\� ,--CON r 1 N F,4� F 07 10' 20' 04 INFILTRATION TRENCH SEEPAGE BED,SEE DETAIL 2/C.5.6 SITE WORK & 0@o.001/ v MW ,, BUILDING SHELL SCALE:1"=10' — /VOD // S&G TRAP-G* 0 501E OF'- ('.7 gEp 04 os / RIM: -W 01 - RIM:2575.0. E PP` NOT USED REVISIONS RIM:2574.35 -INV IN:2570.0010"(VJ) S 41, :2570.1310"(SW) INV OUT:2569.6512"(E) �,6UT:2570.1310"(E) O7NOT USED 5�y A 11 JUL 2022 PR 005 G OF 12 07 INSTALL 12"STORM DRAIN LINE GTBC 2574.873 ME °p �LF OF 10"S.D.@ 0.50% O O 08 NOT USED EOA 2574.36t ME su , O9 NOT USED MATCH LINE - SEE SHEET C.4.13 10 NOT USED H 11 NOT USED H S \ I CO N 12 NOT USED — 1 I � I ` I o 15�I o 13 NOT USED 11 i I M 14 NOT USED I l ° SD-MON WELL-E 19 mlvr NOTUSED UA > 1I 1s NOT USED � J LOU W t c t E�4 17 NOT USED Q p 10 x II o 10' zo' 1 L6 1 07 m —019 16 NOT USED SCALE:1"=10' J J i o i o W I INSTALL MONITORING WELL,SEE DETAIL 8/C.5.6 o16 L W I ZS1 1j o 1 �� W "I II OJ 1 1 1 LLO OJ F � o oQ — i it h (n I I 11 I N I I K Le K Read and understand Specification Divisions 00&01 and appropriate technical Specification Sections applicable to perform MATCH LINE - SEE SHEET C.4.2 the work shown on this drawing sheet. Notify Architect/Engineer of any inconsistencies. PROJECT#: ID2101 MB ID-4835-22 DATE: 07/11/2022 L L DRAWN BY: DMM/JRM CHECKED BY: JTM NOTE: 1. CONTOURS ARE SHOWN AT V INTERVALS. ©2022 RILE 2. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%PER ADA REQUIREMENTS. EXCEEDING THIS CROSS SLOPE WILL RESULT IN REWORK. M M N N GRADING AND HORROCKS DRAINAGE PLAN E N G I N E E R S 2775 West Navigator Dr.,Suite 210 , Meridian, ID 83642 Q Q(208)895-2520 CAA4 www.horrocks.com — 1 — — 2 — — 3 — — 4 — — 5 — — 6 7 8 9 10 — — 11 12 13 14 15 16 17 18 1 — — 2 — — 3 — — 4 — — 5 — — 6 — — 7 — — 8 — — 9 — — 10 - 11 12 — — 13 — — 14 — — 15 — — 16 — — 17 — 18 - I I I I I I I I I I I I I I I I I I 111111111 Architecture _ Interiors Marketing I L�IIII Forensics It A A �?_ .I I _. i;w/ 1 1 , O 8 R O C' 901 13th Avenue East,Suite B,West Fargo,ND 58078 701.293.5735 1 www.rieco.com I � nil I B � 0 B �FS��CEL 4,0 0 50' 100, y� ��r. P 1' A SCALE:1"=50' 2000 N 07/12/2022 O _ i rA� —�r7 — ✓9�F OF13 Mo \OP 1 19'I I to I II III J h D k I LODE II --------__ OD` SCHEELS® I II _ (pD II �1zw - - I _ - ---- \<pO III -- - TEN MILE . � LOD , I II � D LOD LOD LOD LOD LOD LOD LOD LOD L , I _____ ____ ____ -------------------------------- ``-__ ___ ___ °°� CROSSING 12"W 12"W 12"W 12"W 12"W 12 17W --` l�°p , _ ,--_ _ _ it DRIVEWAY� 1 3 ' ----- -- °per I -- -- --- 0D LOD LOD LOD LOD LOD LOD LOD LOD - LOD LOD�_ -__-------------___-_______-------- --- -- --------------1I/ g a � . •": '.,.. 1�zw-----1z-w- 12w 12w 12w 12w 12w 12w E � _ -- ------ ---——------- - E +r I I I I 0 700 South 2 Avenue 2 Way finder Aven e j, /�j j • I ; 3 I �. �;^ 9 ;•`. ,LOD LOD •.LOD I I; 2 � Meridian, ID ®© 83642 0 5• SEE SHEET C.5.1 -- ° F SITE WORK & BUILDING SHELL 0 L,w—:' REVISIONS 2 i Q L I ° 0 03 JUNE 2022 ADDENDUM#6 d, i G / a� n n t 1 { 1 I C Q 11 JUL 2022 PR 005 , a I" po I O . it i d° I 00/ T C.5.2 SEE SHEE ®(I o r zL � PROPOSED BUILDING a ill- 1 SF FOOTPRINT) v / > (141 d ,98 T) c o "=oo of I 4 I I I I z C ' I SEE SHEET C.5.5 6Z2�, �. 2 I q I DRIVEWAY B i ter- O II I I 9 I io I \LODE LOD LOD LOD y I I ® . I 1 I I li .. ... I� 3 I I I I I I I D SEE SHEET C.5 3 I I Ifl ^ I I I I z K \� 9\� \ 0 SEE SHEET C.5.4 I ° - I i ® q I® ` �► K 0 c I I I S Read and understand Specification \ t f I I Divisions 8 and appropriate technical In Specification Sections tions applicable to perform the work shown on this drawing sheet. TFUM •,. I •' .'^ ,. •./ o I • 1 .. ---_---- I ---- I II Notify Architect/Engineer of any __ LIM inconsistencies. 2 V. izw z"w _ iz"w iz"w 12"w iz'w 2•w iz•w 12'w 12•w PROJECT#: D2101MB ' ------------------ -------- ---------- ---------- -4835-22\S\ z 04/06/2022o DATE:\ e L \ 0 ° 0 0 L DRAWN BY: DMM/JRM CHECKED BY: JTM o 7 7.\ \ T I I.': .ram ��:� �'•�.• �"�r �� (..��: � ^=_IT=f--__ IT-- Ilr t'.��-�.ilt•«-�--fllr x�r�' i•�`. � � .x' , ilr' . .iT 1 iT ,.�.� iT• Tx .-� .iT � ,. R. � rt �� _ rt n rt t _O01__ _907 __ff01_-- OOl OOl x _ -------------- _gq7____q01____{LOl_ ___44Z____4°l__ ffol Dol Dol ffol _Dol__ _Dol__ a°l__ _194]_ OOl_ Dol IR _Dol__ _Dol__ _D4l_ _moo] nm----D01----`D01- I ss— ———__ =s———ss ss———ss— M M I I N N UTILITY PLAN KEY MAP HORROCKS II�II E N G IN E E R S 2775 West Navigator Dr.,Suite 210 0 Meridian, ID 83642 0(208)895-2520 Cm500 www.horrocks.com I I I I I I I I I I I I I I I I I I I R2 1 — — 2 — — 3 — — 4 — — 5 — — 6 — — 7 — — 8 — — 9 — — 10 — — 11 — — 12 — — 13 — — 14 — — 15 — — 16 — — 17 18 — — 1 - - 2 - - 3 - - 4 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 13 14 15 - - 16 - - 17 - - 18 � Architecture nteriors o a R ° Marketing Forensics FI III A ''^Hs, -- A ,Le, I189 —II- ——�21� —— —Ia4 ——— 4 III o III 901 13th Avenue East,Suite B,West Fargo,ND 58078 III III 4 III n III G I N E� 701,293.5735 1 vaww.rleco.com — I I III I 0 20' 40'— EL I I EL p O I II O I I SCALE:1"=20' III ; 0 ' 11 i \ONAL I I SS c*'G/ B III I LLOD LOD LOD LOD B O� \GENS o FO •yF III —LDD °p ` 4 f� ------------------ -- 2000 _ 39 '—______ \LOD N 07/12/2022 0 84'OF 12 C900" PVC 23 III " 41 �.. .w—T_;------------------,rw ,z••w 30'OF72" ✓ Fof: d III c.ch 1z..'ro 900 PVC 23 ` \ 9CGB MURe� 11 III = 28 i 38 30 OF 12" ♦ �Do 38 1 W C 23 ♦♦ <oo\ 46 40 C III 3p OF7^ 0 C 2 38 ♦\ O a I I II i >r..ri'90pA♦ ♦♦ I II h V \ I I " o rr C Y3 ♦ I I I III � - ♦ �I III ♦'24' 12"C900 PVC 23 W " ,36 ♦♦♦ �00 SCFIEELS® a I I III I _ <_ _ __ __ _ _ ♦♦ 79. COD O II I I °$ °d ♦♦ OF'2^C `\ `LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO III °� d \ ♦♦ �'y.9ppA F 12 23 \38 C23 -----------------------------------------------------------------------29 NOTES ° TEN MILE ---------------------- z" WATER KEY I I III I i i ° °. ° \♦`\ 19'OF 12",-. 0PV 23 23 23 III I ° a w iz•w iz•w iz•w iz•w 174'OF 12"C900 PVC 16V OF 12"C900 PVC 38 ,z-w ,z-w iz•w iz•w iz•w iz•w ,z••w ,z••w ,z••w ,rw ,z••w ,z••w ,z••w 12" zo INSTALL 4"C900 WATERLINE PER PLAN CROSSING n 26 I _----------------------------------------------------- y------------ 8 - I------------------------------------------------ z1 INSTALL6"C900WATERLINEPERPLAN DRIVEWAY A , I o n I i i zz INSTALL 8"C900 WATERLINE PER PLAN E Er o • i i z3 INSTALL 12"C900 WATERLINE PER PLAN 700 South ` Wayfinder Avenue / 200 ° ° ° za INSTALL FIRE HYDRANT ASSEMBLY(CITY OF MERIDIAN STANDARD DETAIL W8) STORM POND MAINTENANCE Meridian, ID EASEMENT INSTALL 4"GATE VALVE 83642 a .� O zs INSTALL 6"GATE VALVE F i ii� / � / l I I � F INSTALL 8"GATE VALVE(CITY OF MERIDIAN STANDARD DETAIL W11) SITE WORK & INSTALL 12"GATE VALVE(CITY OF MERIDIAN STANDARD DETAIL W11) BUILDING SHELL LLE 5" --------------- -------------------- ---------------------------------------- / '° d 29 INSTALL 12"TEE WITH THRUST BLOCK(ISPWC SD 403) REVISIONS /yy 20' V EASEMENT(TYP.) i i s W 3o INSTALL 12"X6"X12"TEE WITH THRUST BLOCK(ISPWC SD-403) Q 11 JUL 2022 PR 005 / i d ° ° d Z s �z 12 JUL 2022 PR 006 INSTALL 8"X12"X8"TEE WITH THRUST BLOCK(ISPWC SD-403) ° I a u I H' i.. i m i I N 32 NOT USED 44 LU 33 INSTALL 12"X8"X12"TEE WITH THRUST BLOCK(ISPWC SD-403) j INSTALL 4"WATER SERVICE CONNECTION I Z HLLL LLL I 3a O (CITY OF MERIDIAN STANDARD DETAIL W5) H I A, i 1 d a a 35 NOT USED 130 3 26 — -- ----a—_57_ '� _ � `° 2 z I 3s NOT USED — O21 39'OF 6'C900 PVC ° ~'®'w ° '4 *«'' «ia 0 37 NOT USED 4. 21 34'OF 8"C8+'`�«a`+ I *.d.' `«�aaa�jR*, ��♦♦ O OO PVC I 45'OF 12"csoo Pic za 1 _ 38 INSTALL 12"11.25°BEND WITH THRUST BLOCK(ISPWC SD-403) 1 3 I 4"DOMESTIC WATER ONNECTION a' 39 NOT USED SEE MECH NICAL PLANS q+ 15'OF 4"C900 PVC 0 ° ' '+° I °•+w' a ° s•w °"w 40 POTABLE/NON-POTABLE CROSSING,MAINTAIN 18"VERTICAL SEPARATION — i 28 25 50 P 1G 20 40 76'OF 4"C900 PVC 20 v 0 34 OF a 22 7a'OF 8"C900 VC 1 a1 CONNECT TO EXISTING 8"WATER MAIN 23 8'OF 12"C900 PVC a 36 a 0? 22 P 8 Gg0 d ° ___ _� SEE MECHA CAL PLANS J 33 a w az NOT USED d n a3 INSTALL 4"WATER METER(CITY OF MERIDIAN STANDARD DETAIL W5) I I INSTALL HYDRONIC BOX,SEE MECHANICAL PLANS 7A 45 NOT USED O O• i I Al K INSTALL(1)6",(1)4" AND(1)2"IRRIGATION SLEEVES K 44 O Read and understand Specification O O I A Divisions 00&01 and appropriate technical p 1 d a7 NOT USED Specification Sections applicable to perform I 3 1 n* *.''', `LU 2 the work shown on this drawing sheet. Notify ArchitecUEngineer of any inconsistencies. 1 mot' as NOT USED O 2 O O• I a I d e PROJECT#: ID2101MB g� 1 ID-4835-22 NOT USED DATE: 04/06/2022 L O j a °ad °a°. - L DRAWN BY: DMM/JRM Z so INSTALL 4"11.25°BEND WITH THRUST BLOCK(ISPWC SD-403) CHECKED BY: JTM 2022 RILE 51 INSTALL 6"11.25'BEND WITH THRUST BLOCK(ISPWC SD403) U O a 0 0 m 'a*1 LL 52 INSTALL 8"11.25'BEND WITH THRUST BLOCK(ISPWC SD403) W i a W LL > N 0 I y r M I I ° ° ° °. ' d M z 0 a i i a 4a i SD Z = UTILITY PLAN 4 ° * Al d = N + + �L 4 + o a . + .'. .a.{ y. RRO� HO CKS — . + : , + . + + + i 40 E N G I N E E R S H + V// 2775 West Navigator Dr.,Suite 210 41° ° Meridian, ID 83642 as 44 as ° ° D ° ° ° ° 'ga* � (208)895-2520 0 ' CONTINUATION LINE - SEE SHEET C.5.4 I --- Cm5ml d I www.horrocks.com I I R2 ° ° + I 1 — — 2 — — 3 — — 4 — — 5 — — 6 — — 7 — — 8 9 10 — — 11 — 12 — — 13 — — 14 - 15 16 — — 17 — — 18 — — 1 - - 2 - - 3 - - 4 - - 5 - - 6 7 8 9 10 11 — 12 13 14 - - 15 - - 16 - - 17 - - 18 � Architecture R a r IIIIIIIII Interiors Marketing J Forensics 0 N4 901 13th Avenue East,Sufte B,West Fargo,ND 58078 / - 2 C I N E F' 701.293.5735 1 www.rleco.com — 39 0 20' 40' — SCALE LOD LOD LOD :1"=20' --——————--——— 37 D\<oo i ,2 i SS\ONAL FNG B �[oD � o¢ i B ENS�9 12"W 17W ` ` / too C) / 20005 N 07/12/2022 p 23 cyoo aI/C z 2 �[o Nye — ✓y TF \p �1 D p F ` W 28 co CAB M%j 33 \\\ Lot, OF —LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 'ZpO\' W\ z"W 37__ ______________________________________________ ____ _ Ll 12•W 12•W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12••W 12••W 12"W - 12••W 1�••W 1�••W 12••W 12"W 12••W 12••W BO S C H E E LS® 19T OF 12"C900 PVC Y3 180'OF 12"C900 PVC Y3 ° J DRIVEWAY A 28 D D W 1 49 o TEN MILE CROSSING W td A o 14 °d d z +,d' ° I U ° I d ,d, iV ° I LOD LOD LOD LOD LOD LOD LOD E e 0 ' ° E 700 South N °O o Wayfinder Avenue I � �° ° �°° °.° I Q I Meridian, ID Iz a I ° ° d °° °d a a° 83642 H zd° ' O F J F 3 I SITE WORK & D I 2a I ° a e, ° a °m d � I ° d i 28'OF6"C900 PVC, I a o BUILDING SHELL WATER KEYNOTES 20 NOT USED REVISIONS d de ° ° Nd° b i I 21 INSTALL 6"C900 WATERLINE PER PLAN 11 JUL 2022 PR 005 INSTALL 8"C900 WATERLINE PER PLAN 0 02 12 JUL 2022 PR 006 INSTALL 12"C900 WATERLINE PER PLAN d ° d d ��° , Q 2a INSTALL FIRE HYDRANT ASSEMBLY(CITY OF MERIDIAN STANDARD DETAIL W8) - $ a bo NOT USED H + F .- ° d a a 6 d°3 40 I°° d. O I H I -12 aLF OF B"S.D.@1.50%• ° °a - n s ° sD �O I 2s INSTALL 6"GATE VALVE d+ O d INSTALL 8"GATE VALVE(CITY OF MERIDIAN STANDARD DETAIL W11) I & d d° d aj j o 28 INSTALL 12"GATE VALVE(CITY OF MERIDIAN STANDARD DETAIL W11) s ° N4 INSTALL 12"TEE WITH THRUST BLOCK(ISPWC SD-403) a° a; �� ° °\ 3o INSTALL 12"X6"X12"TEE WITH THRUST BLOCK(ISPWC SD-403) �� d O� ° eA d \° 31 NOT USED PROPOSED BUILDING °° d ` 37 H °°d s ° °° \ o \ 32 NOT USED 0 (141,981 SF FOOTPRINT) d a e o J 1 ° d I I 33 INSTALL 12"X8"X12"TEE WITH THRUST BLOCK(ISPWC SD-403) J d d d°a 3a NOT USED I I d I I 35 NOT USED I NOT USED B d l I K a° i 3 I ° 37 INSTALL 12"22.5°BEND WITH THRUST BLOCK(ISPWC SD-403) K d I I Read and understand Specification I d° Divisions 00&01 and appropriate technical d m I 3s NOT USED Specification Sections applicable to perform the work shown on this drawing sheet. - _- -±-y- ± I I I Notify ArchitecUEngineer of any 3 INSTALL 8"OR 12"WATER STUB WITH TEMPORARY BLOW-OFF inconsistencies. Q 39 (CITY OF MERIDIAN STANDARD DETAIL W13) I I I I PROJECT#: ID2101 MB - - - - I I o D-4835-22 ao POTABLE/NON-POTABLE CROSSING,MAINTAIN 18"VERTICAL SEPARATION DATE: 04/06/2022 L 20' I 3 ' I L DRAWN BY: DMM/JRM WATER I a� NOT USED CHECKED BY: JTM EASEMENT(TYP.) o ©2022 RLE as I I a2 NOT USED 4 I I a3 NOT USED I 0+ q I 3 I as INSTALL HYDRONIC BOX,SEE MECHANICAL PLANS M M I I I I as NOT USED CONTINUATION LINE - SEE SHEET C.5.3 as INSTALL(1)6",(1)4" AND(1)2"IRRIGATION SLEEVES I I N N UTILITY PLAN HORROCKS I -II�II� E N G I N E E R S 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 o 0 (208)895-2520 Cm502 www.horrocks.com I R2 — 1 — — 2 3 4 5 6 7 8 9 — 10 — — 11 — — 12 — — 13 14 15 16 17 18 — 1 - - 2 - - 3 4 - - 5 6 7 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 M Architecture a o Interiors o R Marketing s 1 1 LM Forensics A CONTINUATION LINE - SEE SHEET C.5.2 WATER KEYNOTES ' V&V_1 NOT USED F 1 4� 901 13th Avenue Eas Su to B,Wes[Fargo,ND 58076 L I N E 701.293.5735 i www.deco.com I I 0 20' 40' — 50 56 19LF OF 6"S.S.@ 4.00% i 21 INSTALL 6"C900 WATERLINE PER PLAN I I SCALE:1"=20' I I 53 ss SSCo-A I i zz NOT USED RIM:2582.69 S&G TRAP-A I I INV OUT:2579.686"(E) RIM:2579.94 ss se I I SEWER KEYNOTES SS�oE B INV IN:2578.92 6"(W) I I B �Q ENSF� .yF i 23 INSTALL 12"C900 WATERLINE PER PLAN ye INV OUT:2578.92 6"(SE) I O INSTALL SDR-35 SEWER PIPE,LENGTH AND SIZE PER PLAN �y Z�\ 2000 d i za INSTALL FIRE HYDRANT ASSEMBLY(CITY OF MERIDIAN STANDARD DETAIL W8) m 07/12/2022 p s I INSTALL 48"DIA SEWER MANHOLE(ISPWC SD-501,SD-501A,SD-507,SD-508,SD-509) 9 P� O O I 23 I — ✓gCTE of�OQ�I 25 NOT USED Og M%0 H I aN 32 NOT USED I °4 oT i 2s INSTALL 6"GATE VALVE s, I iv I s3 INSTALL SANITARY SEWER CLEAN OUT(ISPWC SD-506A) C 0 I C N I I ° z I I 27 NOT USED S4 CONNECT TO EXISTING 36"RCP SEWER MAIN.CROWN OF PIPE TO BE AT ELEVATION 3 0 4 I I I EQUAL TO OR HIGHER THAN CROWN OF EX.SEWER MAIN AT LOCATION. o so 56 i I 2s INSTALL 12"GATE VALVE(CITY OF MERIDIAN STANDARD DETAIL W11) 3 ss INSTALL GREASE INTERCEPTOR I- C SCFIEELS SSCO-B I 3 I RIM:2581.58F531561 I NI 29 NOT USED 3 INV IN:2577.05 6"(NW) I I 0 56 SANITARY SEWER SERVICE LINE OR STRUCTURE INV OUT:2577.05 6"(S) D PROPOSED BUILDING 3 I 3o INSTALL 12"X6"X12"TEE WITH THRUST BLOCK(ISPWC SD-403) D I (141,981 SF FOOTPRINT) I TEN MILE 31 NOT USED r I CROSSING I I i 32 NOT USED I 3 I � I I NOT USED V 1n I I I I E o i 3 i 3a NOT USED E W LL I I 700 South _ ' + I 35 INSTALL 12"90°BEND WITH THRUST BLOCK(ISPWC SD-403) N So 3 Wayfinder Avenue W �}= 56 I 3s NOT USED Meridian, ID W N � • . I I ��. 83642 3� NOT USED W X. a . .. . ..a +' 3 Zssco-c I I _ _ _ _++4++ RIM:2561.73 53 I I F J INV IN:2573.05 6"(N) I I I 38 NOT USED F Z INV OUT:2573.05 6"(S) I I � I I SITE WORK & G 3 39 NOT USED BUILDING SHELL % Q I ,-,fi; i i I ao POTABLE/NON-POTABLE CROSSING,MAINTAIN 18"VERTICAL SEPARATION 2 3 I REVISIONS as I I a1 NOT USED 0 53 56 ssco-F H as I H WATER 03 JUNE 2022 ADDENDUM#6 G - EASEMENT(TYPJ- I G �+'7___71+1171- 1 V RIM:4 8"(S) I i az NOT USED 02 INV OUT:2571.54 8"(S) 0 11 JUL 2022 PR 005 as as ' a ."fie - H + + 27 +_ - o I 3 Q 12 JUL 2022 PR 006 50 I'.'° + o '+' @ I I a3 NOT USED P, U 6� I 56 I `4'I OLL I 3 I �as INSTALL HYDRONIC BOX SEE MECHANICAL PLANS I I I I - I - F� a • • + a «a+ Ud J` `+ +'�O•h � I - - �� ro ° •`•�• SSMH-1 - - -+.d � / I d/ SO O RIM:2580 I0+00 +851 H • • .17 57 «+,� J' -� I I to I '4'•'a INV IN:2563.896 (E) 56 i 3 i I O I v H Ig '- INV OUT 2563 INV IN:2563.72 8"(W) 62 8"(S) 3 40 SD co 26 28 I 3 1 6'OF 12"C900 PVCO I I 12"W 12"W 12"IN 12"W 2 1•• 17 12"W 12"W 12"W 1z•W 12"W --- 2W 1 W 12"W 12"W 12"W 12" 12"W • 17W 12•W 12"W 23 I - 424'OF 12"C900 PVC 23 30 SSMH-2 40 LO 36 I 40 RIM:2580.44 2 2 ' I SANITARY SEWER PLAN 57 56 ° t I - -------------------------- INV IN:2568.448"(N)-- --------- 5056106LF OF 8"S.S.@4.36%----- -- --O -- ------------------------- 5056 65LF OF 6"S.S.@4.00%------- ----------- INV OUT:2568.34 8"(E) O s ss O c ss C 60 56 65LF OF 6"S.S. 4.00% SSCO-E 53 -0+50 0+00 1+00 1+50 RIM:2580.62 2 O O o0 oa oo a INV IN:2566.47 6"(E) SSCRIM: 6 0.63 53 INV OUT:2566.47 6"(W) I 2 20� INV IN:2569.05 6"(N) os 0 0 SEWER INV OUT:2569.056"(W) (� (� QWO , EASEMENT IEXISTING GRADE SEEPAGE BED 04I _ I 258 ------ 2580 ° I 16 FINISHED GRADE I � I I LL 0 I SEE SEWER PLAN&PROFILE,THIS SHEET I J -- ° - -.1 - - ° - e ° ° a---�<-- 1--a ---a ° --a=--- e�i--- --- --- -°----- <- - --° ° ° °°S — — ° ° — ° ° —°— ° ° — 1 — ° ° °° d� - -- ° - -°---- S — -- - °SSMH-0" ° --- -- --- --- --- -- - -�--- - ------ - --4 ------ �y 3 ° ° S S IR �R IR ° - 57 54° ° ° ° �R �R �R �R �R �R �R �R: �R �R �R �R�R ° S ° ° ° IR IR IR _ - ° RIM:2580.81"` of aoi aoi aoi aoi aoi aoi aoi aoi aoi aoi aoi aoi—INV 61t N)oi aoi aoi aoi aoi aoi coi aoi aoi aoi aoi aoi aoi aoi aoi aoi— IN:2560. 8"( ------------- - ----------------- ------------------------------------- _ ----- - — _o• J 257 2570 K K Read and understand Specification Divisions 00&01 and appropriate technical Specification Sections applicable to perform _ the work shown on this drawing sheet. Notify Architect/Engineer of any inconsistencies. PROJECT#: ID2101MB ID-4835-22 7505'of 8°S5.@4p A' DATE: 04/06/2022 L o w m L DRAWN BY: DMM/JRM 256 $ 2560 CHECKED BY: JTM oN 2022 RLE =N� m 4 O 2 z H nEE> f/1 fn Cr? M M I I — 255 2550 SANITARY SEWER PROFILE N N UTILITY PLAN HORROCKS E N G IN E E R S 2775 West Navigator Dr.,Suite 210 0 Meridian, ID 83642 0 C0503 (208)895-2520 www.horrocks.com I I I I I I I I I I I I I I I I I I I R3 1 — — 2 — — 3 — — 4 — — 5 — 6 — — 7 — — 8 — — 9 — — 10 11 12 13 14 15 — 16 — — 17 18 — 1 - - 2 - - 3 - - 4 - - 5 — 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 13 14 15 - - 16 - - 17 - - 18 111111111 Architecture R a o c _ Interiors o Marketing �s L IIIIIIIII Forensics _J 901 13th Avenue East,Sufte B,West Fargo,ND 58078 G l N E 701.293.5735 1 www.rleco.com 0 20' 40' — SCALE:1"=20' B ° � I � I �I I � I �1 SS�ONAL FNG ENSFO iyF CONTINUATION LINE - SEE SHEET C.5.1 ' 2 i � 200� 15 ' 3 N 07/12/2022 p d° SEE SHEET C.5.1 FOR PIPE INFO I I A -1 P� SEEPAGE BED A I — ✓9C�B MURe�1 C C UU _ SCHEELS H . + I^ F I I V I d I I d d y+ M G OC WATER KEYNOTES 3 TEN MILE ? ° zo NOT USED ° CROSSING d Y,��, +Q. <° 0 z1 INSTALL 6"C900 WATERLINE PER PLAN a'. ° d ° ° W ° I . ° I ET O+ - zz NOT USED lii H° NOT USED - - - - - - - 0 23 E E 700 South INSTALL FIRE HYDRANT ASSEMBLY(CITY OF MERIDIAN STANDARD DETAIL W8) f Wayfinder Avenue NOT USEDLn Meridian, ID d ° o/ zs INSTALL 6"GATE VALVE 83642 ' hl I W as W F N , �J LJ �J SEEPAGE 1 Q i i 4. j�i LU @Iu y Q 27 NOT USED F a \ o s 0 0� 00 0 I °S I W ' W I 26 INSTALL 12"GATE VALVE(CITY OF MERIDIAN STANDARD DETAIL W11) 2 SITE WORK & W W ' I ® Alo� o� ao I W I 3 , '� rA BUILDING SHELL ° 20' I d° °d.° 29 — W Q d °ad ° ° °° WATER EASEMENT(TYP.) I I ° W O NOT USED — d 5 + a I sc INSTALL 12"X6"X12"TEE WITH THRUST BLOCK(ISPWC SD-403) REVISIONS Z a °° so s El Ei g 3 ° G ° m d ° ° a ° 31 NOT USED G 0 11 JUL 2022 PR 005 F d 4 I 0 12 JUL 2022 PR 006 ad I sz NOT USED m I Q ° d a ° NOT USED Z os 30 6"W s•w°° ° 63° ° s'w++ I - Z OF 6"C900 PVC 21 °d +' 24 O 3a NOT USED Q V 3 26 j 1 28 - r-- — —a--s— ------ — — _ I ° H $ i i _ _ _ _ - as - 3s INSTALL 12"90'BEND WITH THRUST BLOCK(ISPWC SD-403) H 3s NOT USED H H NOT USED d fV I 0, d � Oy NOT USED 'd - °d NOT USED 0 --------- ----°— ° ---------------------------- o ao d ° ° d ao POTABLE/NON-POTABLE CROSSING,MAINTAIN 18"VERTICAL SEPARATION 12" °- 12'<W °12"W°° ° ° 12"W 12"W 12"W 12"W o � 35 d ° d ° a1 NOT USED `------------ -^-- -- --az- - ----------------------------- 0 ° 1 az NOT USED <a J o J a3 NOT USED as INSTALL HYDRONIC BOX,SEE MECHANICAL PLANS as NOT USED o i I 4 i m I as INSTALL(1)6",(1)4" AND(1)2"IRRIGATION SLEEVES K .... -- r s ° 1 _ --< s a-- g----{ - ° 1 ° ° d — ; d < - — K Read and understand Specification —° — — ° e°= 1 Divisions 00&01 and appropriate technical s d 9 s s o f Specification Sections applicable to perform 1 -- -- ---- -- — -- --- --- --- --- --- - --- --- ---- ---- --- _--- -- --- - _ --- --- --- —-- -- ---- -- -- --- �, -- -- _ ,--- — the work shown on this drawing sheet. O Notify ArchitecUEngineer of any coy coy coy col coy coy coy coy coy coy coi coy coy coy coy coy coy coy coy coy coy coy coy coy coy coy coy coi coy coy coi coy coy coi coi coy coy coy inconsistencies. ----- ----------- ----------------------------- - ----------------------- — -- -- -- -- -- — -- -- — —s= -- ---ss---_ -- ---ss— — ID-4835-22 DATE: 04/06/2022 L L DRAWN BY: DMM/JRM CHECKED BY: JTM ©2022 RLE I I M M I I I I N N UTILITY PLAN HOI ROCKS II�II 1 IL E N G I N E E R S 2775 West Navigator Dr.,Suite 210 0 Meridian, ID 83642 0(208)895-2520 Cm504 www.horrocks.com I I I I I I I I I I I I I I I I I I I R2 1 — — 2 — — 3 — — 4 — — 5 — — 6 — — 7 — — 8 — — 9 — — 10 — — 11 — — 12 — — 13 — — 14 — — 15 — — 16 — — 17 18 — — 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 —I— 12 - - 13 - - 14 — 15 16 - - 17 - - 18 � Architecture Interiors \ / Voi ,i9ull'oo , o R a Marketing F'olrensics A � �i�5� / /�'00 A s' i / /�� / //-- EX.8"SEWER STUB TO SERVE FUTURE LOT y C E4 901 13h revue East,SuiteB,West Fargo D58078 —„ '— �— I N E A701.293.5735 1 owwm.rleco.com N � 20' 40' — SCALE:1"=20' B eQ/ // \ j9� �' r B o� \GENS,6, Q �Q /ss/ za 4z \ �� ae WATER KEYNOTES N0 0/2022 0 _ -/ W AOT °�� W 20 NOT USED — ✓9CT 13 MU �1 OB R 33 27 y a A 48 y GO D W 2I NOT USED 40 �q °.� W / o N G ,' / 22 a \\ I ' 22 INSTALL 8"C900 WATERLINE PER PLAN G j \ NOT USED SCFIEELS® SSMH-3 57 NIM:I 2574.32 3.21 6" SW O 24 NOT USED 40 S \ Q NOT USED 4 Z D / raa° 6 95 @\ O?3'Op8., `'`, Z 2s NOT USED ° TEN MILE 53 ° INSTALL 8"GATE VALVE(CITY OF MERIDIAN STANDARD DETAIL W11) CROSSING SSCO-H \ r rr, RIM:2567.12 32 r rir INV OUT:2563.77 6"(NE)�� ` / \ \ 28 INSTALL 12"GATE VALVE(CITY OF MERIDIAN STANDARD DETAIL W11) NOT USED OT \ E ' / °, ' °° \ '` E 700 South ° FUTURE LOT 3o NOT USED o \ ° � « o Wayfinder Avenue NOT USED I Meridian, ID ° / o° \/ \ \ INSTALL 8"X8"X8"TEE WITH THRUST BLOCK(ISPWC SD-403) 83642 r `O° JG 33 INSTALL 12"X8"X12"TEE WITH THRUST BLOCK(ISPWC SD-403) F , �/ a I P \ 09 F %\s ' Ile ;/ 3 ° 34 SITE WORK & p / J ('\ o g NOT USED BUILDING SHELL 7.' 35 22 NOT USED j °° / �Oo JG \ i' I/ / �" 0 NOT USED REVISIONS NOT USED 11 JUL 2022 PR 005 G rr / s�� 'a / /°O B 4 \ G 5 o° .agod' 3s NOT USED o \ A\ NOT USED — ° POTABLE/NON-POTABLE CROSSING,MAINTAIN 18"VERTICAL SEPARATION /I O H o NOT USED H \oa \ DRIVEWAY B az o I I O CONNECT TO EXISTING 12"WATER MAIN - — � NOT USED � I I NOT USED Al O INSTALL 8"WATER STUB WITH TEMPORARY BLOW-OFF j I ° a as (CITY OF MERIDIAN STANDARD DETAIL W12) G ° on 6 1 I as INSTALL(1)6",(1)4" AND(1)2"IRRIGATION SLEEVES I 1 1 I I ,OD — SOD LOD LOD LOD LOD LOD LOD LOD 47 INSTALL 8"45°BEND WITH THRUST BLOCK(ISPWC SD-403) I 1 1 I I as RELOCATE EXISTING BLOWOFF,UTILIZE EXISTING PIPE IF POSSIBLE ' 1 a I ' I I as INSTALL 8"22.5°BEND WITH THRUST BLOCK(ISPWC SD-403) I I I I I FUTURE LOT I SEWER KEYNOTES so NOT USED 110 V 0 I i I F 5'I INSTALL 48"DIA SEWER MANHOLE(ISPWC SD-501,SD-501A,SD-507,SD-508,SD-509) K I W K LU = 52 INSTALL SEWER LATERAL Read and understand Specification N Divisions 00&01 and appropriate technical Specification Sections applicable to perform LU the work shown on this drawing sheet. e \ \ W 53 INSTALL SANITARY SEWER CLEAN OUT(ISPWC SD-506A) Notify Architect/Engineerofany \ N\ — 'd9 \ , 10 inconsistencies. \\ \ \ W PROJECT#: ID2101MB ? \ Z ID-4835-22 DATE: 04/06/2022 b9 L \ Z L DRAWN BY: DMM%RM 9 \ \ g9 \ O CHECKED BY: JTM \\ a ©2022 RILE \9 z 9 \ \ z \ C \ \ ss\ M \ \ \ M \ry \ EX.SEWER TO SERVE FUTURE LOT ------------ \\ \ \\`— a °— --------- d—_ 9 --———a ° ° °---r-----,---------a------—�--<t—a--a--1------a———— \ ------- o-- ---- s ss UTILITY PLAN ° iR -R 51 " " " " 1°" ." ," ;R s " " HORROCKS x \ --- -------------- ------ ------ -- --------- ---- - ----------- ------ - �II�II� � \ _— fl -- fl— fi ----------- —ss E N G I N E E R S — \9ss II I 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 Cm511 0 O P; (208)895-2520 - ---- www.horrocks.com I R1 1 — — 2 — — 3 — — 4 — — 5 — — 6 — — 7 — — 8 — — 9 — — 10 — — 11 — — 12 13 14 15 16 17 18 - 1 - - 2 - - 3 - - 4 5 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 13 14 15 - - 16 17 18 � Architecture nteriors Marketing }� Forensics A FULL HEIGHT CURB IN BACKGROUND A Hs. -- (CURB TYPE PER PLAN) RIM REFERENCE ELEVATION(SEE PLANS) ACO DRAIN K100 TRENCH DRAIN W/ 901 13th Avenue East,Suite B,West Fargo,ND 58078 411Q GALVANIZED STEEL GRATE 701.293.57351 www,deco.com _ ALIGNED WITH GUTTER 5"CONCRETE WALK W/HYDRONIC SNOW MELT(SEE DETAIL 1,SHEET C.3.6) CONST.GROUND WATER (SEE PLAN FOR LOCATION) 3/8"EXPANSION JOINTS(SEE DETAIL 4,SHEET C.3.6) 1500 GAL.90" OBSERVATION WELL WITH #4 STIRRUPS @ 18"Q.C. METAL CAP AND LOCK EPDXY COATED PROVIDE GRADE RINGS 12"PRE-MANUFACTURED PERFORATED ADS N-12 PER ACHD SUPPLEMENTAL CONCRETE PAVEMENT PER PLAN DETECTABLE WARNING STRIP(SEE DETAIL 8,SHEET C.3.6) AS NECESSARY = 2/MAX - PVC ASTM D 3034 PIPE OR APPROVED EQUAL. DRAWING NO.ACHD SD-627. (12"MAX.).SET FLUSH a PERFORATIONS ON TOP(1/2 OF PIPE ONLY). g\ONAL N B 63 ° ° WITH FINISH GRADE. S -.Gj ° ° °o ° F�/ \ \ \ \/\/\/\ /\/\/\//\//\//\/ - = 1 1- B � \GENS-.6 yF Q ° 9 0 0° ° a /\ RIM / z / \\/ / / / /\/ / / / / a� 12"SOLID WALL PVC ASTM D 3034 PIPE \\/\\jj\\j W z\\jj\\jj\\jj\\jj\\\jj\\jj\\jj\\\jj\\jj\\jj\\j/\\/\\jj\\jj\\jj\\jj\\jj\\jj\\jj\\jj\\j \\jj\\jj\\jj\\jj\\jj\\jj 2000 EXTENDED 5'INTO DRAIN ROCK \\�1\/. \\j\\j\\j\\j\\\j\\j/\\j\\\j\\j\\j\\j\\j\\\\\j\\j\\j\\j\\j\\j\\j/\\j \\j/\\j/\l\i\�\\i, 1.5"-2"WASHED N 07/12/2022 O ° o DRAIN ROCK ✓�TF OF VOA d 12A ° ° vy/%y/%vy/�/%v�/%vy/�/%vy/%vy/y/%vy/ ��oB MUR10 o TOP OF SYSTEM(T) VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA 6"Q° ^^ ^r TOP OF PIPE PROVIDE BO12 PEI-�01HAIEDFIL ND BREAK MATERIAL \\/\\/ oUoU�UoUoU�UoUo o 0 o o o o 0 o o o 0 o 0 0 0 0 0 INV.OUT W . _ = 1 I I 1 2' c w \o 4"PVC o ,, n ,\\,�.� \ io - (D) c IIIIII IIIIIII \\\ SUSPEND HEATING TUBES FROM REINFORCEMENT(TYP.) BPFQ\-� GLm BOTTOM OF ROCK (B) =_ > \//�//`/' �✓/° � _ (4)#4 CONTINUOUS EPDXY COATED 20"BAFFLE SPACING _ - 4"-45°VERTICAL BEND BOTTOM OF = =ASTM - SAND SCHEELS SAND (BS) 3 0' C 3 3 8"X4"PVC WYE PROFILE VIEW MINI III=III=� 1.5' IN EXCAVATE MIN.1.5'INTO FREE - DRAINING SANDS AND GRAVEL -1 1 11I I1 1 1-1 1 -� -� =111 111 1111 1 1 11 11 11-111- 11- (TYP.) D SEE NOTE 4 SEASONAL HIGH GROUNDWATER(SHGWE) FOOTPLATE TEN MILE � `,TYPICAL TRENCH DRAIN AT HEATED ADA PEDESTRIAN RAMP SEEPAGE BED SCHEDULE CROSSING 'SCALE:NTS VOLUME (I SEEPAGE LENGTH WIDTH DEPTH I RATE SOILS PROVIDED BED (FT) (FT) (FT) (IN HR) (FT3) A 200.00 20.00 10.00 4.00 POORLY 16,000 GRADED SAND E SEE GRADING AND DRAINAGE PLAN FOR ELEVATION B 200.00 20.00 10.00 4.00 GRPOOD SAND RLY 16,000 F 700 South POORLY Wayfinder Avenue CONTINUE SLAB REINFORCEMENT C 75.00 20.00 10.00 4.00 GRADED SAND 6,000 EPDXY COATED 95 @ 18"O.C.E.W.AT PEA GRAVEL OR TURF POORLY Meridian, /�CENTER OF SLAB RIM REFERENCE ELEVATION(SEE PLANS) 5"MIN TOP SOIL D 45.00 20.00 10.00 4.00 GRADED SAND 3,600 I�/I e r l d I a n, ID SAWED CONTROL JOINT POORLY E 60.00 15.00 10.00 4.00 3,600 83642 (SEE DETAIL 4,SHEET C.3.6) NEENAH R-4990-EX DI TRENCH CASTING GRADED SAND WITH TYPE A GRATES POORLY SEE GRADING AND DRAINAGE PLAN FOR SLOPES DRAINAGE FABRIC = F 60.00 15.00 10.00 4.00 3,600 (6)EPDXY COATED 95 CONTINUOUS OVERLAP TOP OF ROCK ` 8"CONCRETE W/HYDRONIC SNOW MELT 17" EPDXY COATED#5 STIRRUPS� 27" AND AROUND ALL_� SIDES OF TRENCH F (SEE DETAIL 2,SHEET C.3.6) @,6"Q.G. 28" /\� o 0 0 0 //\�% SAND & GREASE TRAP + SEEPAGE BED DETAIL F 2 0 \/j\�\ \\/ B"0 z C.5.6 SCALE:NTS SITE WORK & 15" 2"CLR. _ %/\ /,\� = BUILDING SHELL PIPE BEDDING 2H 1I t UNIFORMLY GRADED STORAGE ROCK \j\ REVISIONS 2"HIGH DENSITY INSULATION P� ,< PREPARED NATIVE SOIL PERFORATED PIPE 1Q 18"MIN ~ TOP OF BANK 11 JUL 2022 PR 005 G TOP OF BANK G PER PLANS 3 8" CONC. PAVEMENT TRENCH DRAIN DETAIL 4 FRENCH DRAIN DETAIL PER PLANS C.5.6 SCALE:NTS C.5.6 SCALE:NTS /\\ \\S<ppF` g9 NATIVE SEED MIX 0 H H FLARED END 4"THICK ENERGY DISSIPATING w g \ \�//�•/ RIP RAP l=6" MATCH PIPE DETAIL KEY NOTE: 6' SIZE AND MATERIAL \\ \ - � THE LOCATION OF SPLASH BLOCKS ON THE BOTTOM ELEVATION PER PLANS PLAN ARE APPROXIMATE.COORDINATE 10 DOWN SPOUT OUTFALL \ / FINAL LOCATION WITH THE MECHANICAL REFER TO ARCH.PLAN / \ CONTRACTOR. STORM DRAIN /\ �2 \� 2' PIPE(SIZE PER PLANS) q^ 1' I (1)EPDXY COATED 1/2"EXPANSION JOINT AT OUTF'GRADE #4 REBAR (SEE DETAIL 4,SHEET C.3.6) NATIVE POORLY-GRADED SEDIMENTS AT OUTFACE 1%(TYP.) 4" OR APPROVED EQUIVALENT SE_ELAN /\\/�\\\\ - ° -\\\\\ \\\ SEE PLAN ° //\//\/ \ SEASONAL HIGH /\\//\\// a " GROUNDWATER - (TYP). ELEVATION 21 NOTES: 1. CONTRACTOR SHALL NOTIFY ENGINEER,TO INSPECT BOTTOM OF POND,TO ENSURE THAT POND IS EXCAVATED DOWN TO FREE DRAINING MATERIALS REFER TO - (3)EPDXY COATED (3)EPDXY COATED 4 X 4 X 1/4 ANGLE 2. CONTRACTOR SHALL NOTIFY ENGINEER IF GROUNDWATER IS ENCOUNTERED J LANDSCAPING #4 CONTINUOUS REFER TO #4 DOWELS BITUMINOUS COATED 3. EXTEND SAND AT LEAST 12"INTO FREE DRAINING MATERIAL J AGGREGATE BASE (5)EPDXY COATED LANDSCAPING A ALONG WIDTH OF SPLASH BLOCK 44TRANSVERSE (2)1/2"SS EXPANSION ANCHORS SECTION A-A ELEVATION SET IN FOUNDATION WALL INFILTRATION BASIN DETAIL 5 C.5.6 SCALE:NTS 6 TYPICAL CAST-IN-PLACE CONC. SPLASH BLOCK C.5.6 SCALE:NTS 0 K K FINISH SURFACE METAL CAP WITH LOCK •BULGE: Read and Understand Specification INSTALL MONITOR WELLS THE DISTANCE EQUAL TO ONE Divisions 00&01 and appropriate technical 4"PVC THREADED CAP IN SIDEWALK FOR PIPE HALF THE PIPE DIAMETER, Specification Sections applicable to perform DIAMETERPERPENDICULAR TO THE MIDPOINT the work shown on this drawing sheet. SEE PLAN--__ OF THE LENGTH AND WIDTH. Notify ArchitecUEngineer of any I I inconsistencies. PLANTER(SEE TO ARCHITECTURAL PLANS) � � 4 x PIPE PROJECT#: ID2101 MB o DIAMETER ID-4835-22 IIIIIII 2 x PIPE ICIIII , DIAMETER DATE: 04/06/2022 L I 1EI , \\--TOPSOILOR b LOOSERIPRAP L DRAWN BY: DMM/JRM TRANSITION TO 4"SOLID PVC ABOVEI j :=°° \ AGGREGATE N SEE LANDSCAPE PLANS COARSE FILTER AGGREGATE LAYER I�I i S FOR COLOR TYPE CHECKED BY: JTM PLANTING SOIL(SEE LANDSCAPING) II y' ry '� ©2022 RILE i� II GROUND WATER OBSERVATION ul MNDOT TYPE 1 GEOTEXTILE FABRIC FILTER FABRIC I,(LII III WELL O a I I i I I I x¢ U 4"PERFORATED DRAIN TILE WITH MNDOT TYPE 1 GEOTEXTILE SOCK I9 o 0 COARSE FILTER AGGREGATE SECTION FOR L UNDISTURBED ,Y� 'III_ LOOSE RIP-RAP 4.5 x PIPE DIAMETER M I- (SEE DETAIL BELOW) 'BULGE M MATERIAL I-T 1/2"EXPANSION JOINT _�._II 9 x PIPE (SEE DETAIL 16,SHEET C.3.6) III DIAMETER REFER TO LANDSCAPING = - L II L 5"CONC.WALK WITH 111 WIDTH HYDRONIC SNOW MELT _ (SEE DETAIL 13,SHEET c.3s) r RIP RAP LOCATION DETAIL FOR STORM DRAIN N I ° ICIt I ,�' I - DGRADATION 12" z eo N N PIPE EXPOSED TO DRAINAGE FOOTPLATE SAND TO BE WRAPPED WITH '� •' ?/�\�/�/` \ / `/`\/��\/�t`�� DETAILS 6"MIN.AGGREGATE BASE GEOTEXTILE,TYPE I o 0 0 0 / TURN DOWN 1 FOOT 4"PVC PIPE (ISPWC SECTION 2060) \�!�/�\�/\//\/\�///�/, HO RRO CKS \1\� \�\�\�,�\\�\\ FILTER FABRIC ALL SIDES FILTER FABR 1 TO STORM SEWER MIRAFI 18ON IC II-II 1 REFER TO UTILITY PLAN NOTE: OR EQUAL E N G I N E E R OBSERVATION WELLS SHALL BE CONSTRUCTED TO THE LOOSE RIP RAP SECTION 4"-90°VERTICAL BEND DEPTH SHOWN ON THE TRENCH PROFILE DETAIL. IE=SEE PLAN 2775 West Navigator Dr.,Suite 210 WALL PLANTER DETAIL Meridian, ID 83642 Q Cm51 � $ MONITOR WELL DETAIL 9 ��STORM DRAIN RIP RAP DETAIL C.5.6 SCALE:NTS C.5.6 SCALE:NTS C.5.6 'SCALE NTS (208)895-2520 www.horrocks.com I I I I I I I I I I I I I I I I I I R1 1 - - 2 - - 3 - 4 - - 5 - - 6 - - 7 - - 8 - - 9 10 11 - - 12 - - 13 14 15 16 - - 17 - - 18 - — 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 15 - - 16 - - 17 - - 18 � Architecture Interiors QMarketing 1 L Forennsics 901 13th Avenue East,Suite B,West Fargo,ND 58078 701.293.5735 1 www.rleeo.com 0 20' 40' SCALE:1"=20' B B SS�ONAL FNG �< ��GENSFO iyF l$ II o 2000 ✓9TFor-0 07/12/2022 p LODL - p LIP� LOD Loo I �� `gyp\ 9COa M%0 lo o I � j 11+00 a \ t I Zy�6 12X�0\\ loo �\ V SCHEELS WI \i\ 7po 11 � � \�la� _� W D D I,o A - ___= W o TEN MILE \�00 W 1 PG' LOD LOD LOD LOD LOD LOD LOD\ \ LaD, LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD \LOD LOD y CROSSING d c �[ f W woo II I / N z - II \ J 13+e0 H 1 E I II ; ly,i ; _ _ _ _ _ _ _ _ \ _ 14+00 Z15+00 16+00 a E 700 South Wayfinder Avenue / I 2 2S�S�A S '8 25,9 2SBo N, Meridian, ID Ip I , I 2S S�2 d d o n7. 83642 F � I� i� rl l s d d A SITE WORK & BUILDING SHELL PLAN - DRIVEWAY A REVISIONS Q 11 JUL 2022 PR 005 G G 10+50 11+00 12+00 13+00 14+00 15+00 161111 00 16+25 _ 2590 2590 _ I I H Q H I 1 � " I I � I F 6 PROPOSED ROAD SURFACE 258 n 2580 w w - ----- � J------------ - -------------------- -- ----- - -Z,uo�--- __---- --_� EXISTING SURFACE I I I I J 257 2570 J I I I I K K Read and understand Specification Divisions 00&01 and appropriate technical 2560 2560 the work slon Sections hown on this drawicable to ing sheet perform Notify ArchitectlEngineer of any inconsistencies. PROFILE - STA: 10+50 - 16+25 PROJECT#: ID2101M6 Q ID-4835-22 DATE: 04/06/2022 L SECTION KEYNOTES DRAWN BY: DMM/JRM CHECKED BY: JTM 07 6"VERTICAL CURB AND GUTTER-SEE GRADING PLAN(C.4.2-C.4.13)AND DETAILS 3&4/C.3.6 ©2022 RLE 02 INSTALL CONCRETE SIDEWALK(ISPWC SD-709)-SEE DETAIL 5/C.3.6 07 INSTALL HEAVY DUTY 3"ASPHALT PAVEMENT -SEE DETAIL 10/C.3.6 M M 37' VARIES 37'-49'(SEE PLAN) BACK TO BACK BACK TO BACK SEE PLAN FOR SIDEWALK 2' SEE PLAN FOR SIDEWALK ?'7 r VARIES(SEE PLAN) WIDTHS AND LOCATIONS S 7M 07 VARIES(SEE PLAN) 02 WIDTHS AND LOCATIONS S�OMq 01 L LANDSCAPE 02 N <OpF CST 16.5' VARIES 16.5'-28.5'(SEE PLAN) LANDSCAPE AF CST 16.5. 16.5' 2.3 2.0% 2.0% N DRIVEWAY A PLAN SLOPE(SEE DE AI 4,SHEET 3.6) AND PROFILE HORR0 CKS oa oa E N G I N E E R S 2775 West Navigator Dr.,Suite 210 DRIVEWAY A TYPICAL SECTION DRIVEWAY A TYPICAL SECTION Meridian, ID 83642 ° 1 SCALE:NTS 2 SCALE:NTS ° Cm6mO (208)895-2520 www.horrocks.com I I I I I I I I I I I I I I I I I I R1 1 — — 2 — — 3 — — 4 5 6 — — 7 — — 8 — — 9 — — 10 — — 11 12 13 — — 14 — — 15 — — 16 — — 17 18 — — 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 — 16 17 18 � Architecture _ Interiors Marketing Forensics A Ion �cc TT �1 A I `��1A�-t�. V&V-- =t' 0 901 13th Avenue East,Suite B,West Fargo,ND 58078 4 C 7 N E 4 701.293.5735 1 owwv.rleco.com 0 20' 40' SCALE:V=20' S B B o� ��GENSFO�yF 20005 cps �O — ✓yCTF OF Og ML) LOD LOD LOD _<Do C Coo\too -- .2y39 C a \too _ _ _ 1 I � �t0p --2579___--- SCHEELS® 1 r \<00 W 1 a _ � 0 �tDDLLI \top N I D W \LOo-LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD ZI TEN MILE W N CROSSING z Ll 18*0 = a 19+00 - 20+00 21+00 22+00 U H a,` E a E 700 South 10 d Wayfinder Avenue d 2y�8, o Meridian, ID ed d d 25,8 a Z 83642 d , �- 7 I LOD LOD LOD LOD LOD LOD LOD F PLAN - DRIVEWAY A r SITE WORK & 1 BUILDING SHELL I REVISIONS 11 JUL 2022 PR 005 G G 16+25 17+00 18+00 19+00 20+00 21+00 22+00 259 2590 A H $ H F m PROPOSED ROAD SURFACE o � U < w -033% O U 258 2580 I I ----------- _ ----------- - --------------------------------------- --------------------------------------- ---/r ---------------------------------- --------------------------------------- EXISTING SURFAC J I I I I J J 257 2570 I I I I K K Read and understand Specification Divisions 00&01 and appropriate technical Specification Sections applicable to perform the work shown on this drawing sheet. — 256 2560 Notify Architect/Engineer of any inconsistencies. PROFILE - STA: 16+25 - 20+00 0 PROJECT#: ID-4835--2 DATE: 04/06/2022 L SECTION KEYNOTES L DRAWN BY: DMM/JRM CHECKED BY: JTM 01 6"VERTICAL CURB AND GUTTER-SEE GRADING PLAN(C.4.2-C.4.13)AND DETAILS 3&4/C.3.6 ©2022 RILE 02 INSTALL CONCRETE SIDEWALK(ISPWC SD-709)-SEE DETAIL 5/C.3.6 07 INSTALL HEAVY DUTY 3"ASPHALT PAVEMENT -SEE DETAIL 10/C.3.6 M M I I 37' 2.7 r SEE PLAN FOR SIDEWALK N S< 07 VARIES(SEE PLAN) 02 WIDTHS AND LOCATIONS N DRIVEWAY A PLAN ooF (✓T 2' 16.5' 16.5' LANDSCAPE 2.°' 2.°' AND PROFILE HORROCKS ,, E N G I IN E E R S S 03 2775 West Navigator Dr.,Suite 210 0 �_�DRIVEWAY A TYPICAL SECTION Meridian, ID 83642 0 Cm6ml SCALE:NTS (208)895-2520 www.horrocks.com I R1 — 1 — — 2 3 4 5 6 1 7 8 9 10 — — 11 12 13 14 — — 15 16 17 18 — 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 10 11 12 13 14 15 - - 16 - - 17 - - 18 � Architecture IIIIIIII Interiors Marketing e r Forensics A hA IF A ?-041A CONTINUATION LINE - SEE SHEET C.6.3 _ =t' N 5 901 13ih Avenue East,Sutte B,West Fargo,ND 58078 r N VE E 4 701.293.5735 1 www.rleco.com 20' //�/ / 2y0A 1/01 \ � o/ I Dp SCALE:1"= o B e �< ��GENSFO/yF 2000 4 � N07/12/2022�p Ncp M 9COB MURe� / 00 r� F C S�/// oQ�,� N q6,},69 {V C LLI y W W SCHEELS® 2574 ' Z } D I "l 0— i D z TEN MILE C o CROSSING II , II I o LOD I.p o , a o °° D I a , I � � it N p 2575ok moo"//// \\\\ �- \ I \ I I D - J / CO �> F 'O° c p ^ yy Z \ /�pO G E I p a ' II IIo° > E\\ a a 700 South - Wayflnder Avenue D / Meridian, ID °° 1°° 1 Z< °° � \ 1 o o � 83642 - - 00 F \ 8 \ �// e a I VOID Op F °°� _— °� \ SITE WORK & 1 PLAN - DRIVEWAY B BUILDING SHELL I REVISIONS 11 JUL 2022 PR 005 G G I I I I H H 20+50 21+00 22+00 23+00 24+00 25+00 25+25 1— 259 2590 1 I I I I A 258 m w w � w 2580 1.45% N m y mPROPOSED ROAD SURFACE w K U w1.16% p ° o 1 ------,��-------- � � --————— ————————— 1 ______ 1— _________________ _-___-___-____-___-__-__-___--__--____ -___ ---------- //-/r------------------------------------------------ EXISTING SURFACE J K 257 2570 K Read and understand Specification Divisions 00&01 and appropriate technical Specification Sections applicable to perform the work shown on this drawing sheet. Notify Arch rectlEngineer of any inconsistencies. PROJECT#: ID2101 MB Q ID-4835-22 DATE: 04/06/2022 L SECTION KEYNOTES L DRAWN BY: DMM/JRM CHECKED BY: JTM 01 6"VERTICAL CURB AND GUTTER-SEE GRADING PLAN(C.4.2-C.4.13)AND DETAILS 3&4/C.3.6 256 2560 ©2022 RILE 02 INSTALL CONCRETE SIDEWALK(ISPWC SD-709)-SEE DETAIL 5/C.3.6 PROFILE - STA: 20+00 - 25+25 07 INSTALL HEAVY DUTY 3"ASPHALT PAVEMENT -SEE DETAIL 10/C.3.6 M M I I 40' BACK TO BACK SEE PLAN FOR SIDEWALK VARIES(SEE PLAN) 02 WIDTHS AND LOCATIONS VARIES(SEE PLAN) 01 N LANDSCAPE 18' 18' LANDSCAPE N DRIVEWAY B PLAN 2.0% 2.0% I// AND PROFILE HORROCKS us E N G IN E E R S 2775 West Navigator Dr.,Suite 210 DRIVEWAY B TYPICAL SECTION Meridian, ID 83642 SCALE:NTS Cm6m2 (208)895-2520 www.horrocks.com I R1 — 1 — — 2 — 3 1 4 — — 5 — — 6 7 8 — — 9 — — 10 11 — 12 — — 13 14 15 16 17 18 1 2 3 4 — — 5 6 7 8 9 10 11 12 13 14 15 16 17 18 I I I I I I I Architecture _ Interiors a ° Marketing f IL1111111111111111111 Forensics A III III A 'rn�"}�' Vvl pz�I 0 20' 40' SCALE.1"=20' B B �pk�S OG E�ANN S�F 12 CONTINUATION0 CONTINUATION LINE - SEE SHEET C.6.2 20005 N 07/12/2022 0 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD q P� TFOF O 2577 COB MURe� 2578 z57s C C 2S� 25+00 26+00 27+00 28+00 29+00 30 ^ S C FI E E L S N� 2578 25�8 w 25�9 D Al D TEN MILE CROSSING §R� 2580 _ I — P 2579 1 —UU U E 2580 E 700 South Wayfinder Avenue Meridian, ID PLAN - DRIVEWAY C 1 83642 F F SITE WORK & BUILDING SHELL REVISIONS 11 JUL 2022 PR 005 G G 24+50 25+00 26+00 27+00 28+00 29+00 30+00 259 2590 I I H A\ H a PROPOSED ROAD SURFACE `^ 258 w =w - _ � 2580 -oso 0 0 50 -z.ai o I --------------— EXISTING SURFACE J 257 2570 J I I I K K Read and understand Specification Divisions 00&01 and appropriate technical 256 2560 Specification Sections applicable to perform the work shown on this drawing sheet. Notify ArchitectlEngineer of any inconsistencies. PROFILE - STA: 25+25 - 30+00 PROJECT#: ID2 ID-4835-235-22 DATE: 04/06/2022 L SECTION KEYNOTES L DRAWN BY: DMM/JRM CHECKED BY: JTM o� 6"VERTICAL CURB AND GUTTER-SEE GRADING PLAN(C.4.2-C.4.13)AND DETAILS 3&4/C.3.6 ©2022 RILE oz INSTALL CONCRETE SIDEWALK(ISPWC SD-709)-SEE DETAIL 5/C.3.6 I o� INSTALL HEAVY DUTY 3"ASPHALT PAVEMENT -SEE DETAIL 10/C.3.6 36' M BACK TO BACK M SEE PLAN FOR SIDEWALK WIDTHS AND LOCATIONS VARIES(SEE PLAN) 01 VARIES(SEE PLAN) 02 LANDSCAPE 16 16, LANDSCAPE 2.0% 2.0% 03 N N DRIVEWAY C PLAN DRIVEWAY C TYPICAL SECTION HORROCKS AND PROFILE SCALE:NTS II-II- 1 E N G IN E E R S 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 Q D Cm6m3 (208)895-2520 www.horrocks.com I I I I I I I I I I I I I I R1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 — 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 � Architecture _ Interiors Marketing ILIIIIIIIIII Forensics it � III , � bu n III I \� � N■ I \\ II o r d. 1 `O 901 13th Avenue East,Suite B,West Fargo,ND 58078 I II v c I N E E 4 701.293.5735 1 www.rleeo.com -__.P- ,: U 50' 100, II G SCALE:1"=50' PROPOSED ROUTING FOR TEMPORARY POWER. c� \GATED ENTRANCE §v `°D ------_ t¢P =_ FINAL LOCATION TO BE COORDINATED WITH PERMANENT UTILITIES �� -- \\ -___ �ONALF / I tee, __t°v----- --- SS B I z °° op v 11 B < �GENSF L tov III r LEGEND —=`°M5s 200� _2560 _ I 07/12/2022 PROPERTY BOUNDARY N� O -tev - - I _ ---WP___sop ------ _ ✓9T \OP1 LOD Loo LIMITS OF DISTURBANCE q e of LOB L Lee STORM WATER RETENTION SWALE TO BE USED FOR DE-WATERING °I B MU -——— RP I XI iI XI \ III ————- TEMPORARY POWER ROUTING 800 AMP TEMP.TRANSFORMER/GEAR TEMPORARY FENCE (COORDINATE WITH IDAHO POWER) I el n It $I a -,, 2579- O / /al ' I� 1 I� — — — — — — — — DRIVEWAY A \- - - - 4 _ DIRECTION OF EXISTING OVERLAND FLOW C ,/ i/ i9 I I IU \ I ——.Q—\—————— \ \ \ INLET PROTECTION i 1 2 � �. '" I _& I I 0\\ it I I � �� \ — — — �� — — � E� ROCK CHECK DAM I SCFIEEL� 4 / / I PORTABLE TOILET CONTAINMENT 1 / --- ------ ® 0SEE DETAIL,THIS SHEET PLENIUM PROJECT OFFICE I 1 y S, ----- - ® JOBSITE DUMPSTER 0 ® 2 TEN MILE -' r'+®� ■ ��/ � CONCRETE WASHOUT AREA ®CONNEX TRAILERS `\ � \ CROSSING ASTABILIZED CONSTRUCTION ENTRANCE -' S \ Al PATH OF 6"BASE FOR 2022 WINTER - MATERIAL LAY DOWN AREA ,\z ——— � o I MATERIAL LAY DOWN AREA 700 South GATED ENTRANCE oo Q ��j� - - _ L_ �\ = s � o I Wayfinder Avenue 1 _ s = PP-_I -- _ - - Meridian, ID lP— _ I¢p-- tOP— ,�tae' ��wP� P _=PL=�_ tom. _ ■• �— I 1 I \ 83642 2 / I 0 i �z 0 ai F ,;/ d',� Q, , ` 2 `° ---- "------ SITE WORK & ° BUILDING SHELL o REVISIONS Al 0 0 Al PROPOSED BUILDING Al (141,981 SF FOOTPRINT) I z 03 JUN 2022 ADDENDUM#6 G 11 JUL 2022 PR 005 \ �/�/ / / / / / 0 0 A / — /`-/QQ DRIVEWAY B $ . z 2 I N '/ ® ti5 APPROX.LOCATION FOR SWITCHGEAR FOR TEMPORARY PANEL 400 AMP SERVICE H H i — II i 25�A. O ® I I III 2 _ i 2 i I I �I I j v v v v as■■■-■■��r 'LL■i�r __--- vvvv., 2 \\ ►� \ \\ NN\ \\ R \\\ \\ -- I - -- _ems-�-rt � _ — ;�.��—.� — — '---�� — .r.. _i��'.� , per_ — — -_ �� _ __ _ _ ___ F -- - ---- - -- -- - ------ K -- -- -- -- --_ \� \ X K Read and understand Specification e' Divisions 00&01 and appropriate technical Specification Sections applicable to perform the work shown on this drawing Notify Archit cU n Eng eer of any sheet. inconsistencies. PROJECT#: ID2101MB ID-4835-22 DATE: 04/06/2022 L L DRAWN BY: DMM/JRM CHECKED BY: JTM �TYP.) 'RNOF ��A QavNC so. COMPACTED EARTH DRAINf0 P11 SORRpUNONO LNG o P�Ess M/N ©2022 RLE P�TRCE O/I ® G pRFA �.0 4'.O. Rfq TOO EP QRO CONTA NENT� G�OE SURROO�pll1 S`OP SOOPE✓ RAIN TO PIT i � cnP) a M �� M O COMPACTE RADIUS = 25' MIN. EARTH '\LINT PIT AP AND 50' LONG BY 20 WIDE OJ�pF,O J�GRESs GRAVEL PAD NRPAaRC S PEOIG�E� vINI�, ,u III eITVMAv Qy�jvO��ss� OP �OPf VEP FL'-' ; EX I -ABF C To PREP PRE'.,ENT SJ3 a- P.,N=G. P' CONTAINMENTS EARTH BERM GRAVEL PAD II EGGjPME� �� ,';r it f• SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED IJIN. EROSION N N CONTROL PLAN HORROCKS & PORTABLE TOILET PERSPECTIVE VIEW II-II 1 SITE LOGISTICS NTS CONCRETE WASHOUT AREA CONSTRUCTION ENTRANCE E N G I N E E R S PLAN NTS NTS 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 ° (208)895-2520 CoTO www.horrocks.com I I I I I I I I I I I I I I I I I I R2 1 2 3 — 4 5 — — 6 7 — — 8 — — 9 10 11 12 13 14 15 — — 16 — — 17 18 — 1 — — 2 — — 3 — — 4 — — 5 — — 6 — — 7 — — 8 9 — — 10 — — 11 — — 12 — — 13 — — 14 — — 15 — — 16 — — 17 — 18 — I I I I I I I I I I I I I I I I I I 111111111 Architecture _ Interiors Marketing 0 I L IIIIIIIII Forensics - III olIJt�1I I �, A I II ° I o A I II I I II I °OI 01 0 y LOD too R&RO901 13th Avenue East,Sufte B,West Fargo,ND 58078 00701.293.5735 www.rleco.00m2 IIOoRI 2 (OLOD �B i 0 2 7rr E e � �gVONAL FN yl I o Q \ 2 °\ 0 50' 100' 4� ��9 2 " .. `" <o SCALE:V 50' N 2020/022 p DRIVEWAY A \ r I_ o oD� —I ✓9TFor- // 11 M7 Loo Loo Loo Loo Loo Loo Loo Loo Loo Loo 9C�B MURe� L. 2 I ri l l M •01 0 0 — r ®'i l 1 T FG 2579.31 Q2 M1 . . .. 2ell I ° 08 09 2 . ti° ,. :. , TRAFFIC& DIRECTIONAL SIGNAGE G 2 r' oho I +z �� I s INSTALL STOP SIGN(SEE DETAIL-1) l o/ ✓* ® Q ° '® 0711•.. 0611 0i: ACCESSIBLE PARKING(SEE DETAIL-1) SCFIEEL S o 2 0 01 03� VAN ACCESSIBLE PARKING(SEE DETAIL-1ZL -- ,,��,;' oa) M MOTORCYCLE PARKING(SEE DETAIL-1) ..Ms., 2 �i 2' � z I S /0� CURBSIDE PICK-UP(SEE DETAIL-1) D o� I O8 09 11 ° I os D DELIVERIES(SEE DETAIL-2) ° TEN MILE EX 2576.29 01 Qz 2 07 - CUSTOMER PICK-UP(SEE DETAIL-2) °/ / o° LOO` ,® `° *~ 8� �® Al 08! THANK YOU(SEE DETAIL-2) CROSSING 4 . ... .Y WELCOME(SEE DETAIL-2) ° I g +o• DIRECTIONAL ARROW 0 U Q X TWO SIGNS ON ONE POST(SEE DETAIL-1) x .� ®o ® OR FRAME(SEE DETAIL-2) 07 ®� 2 .. /M2 E ®% ' z 0 .' �_.o` � - —�Ms; I S 12 - FIRE LANE NO PARKING(SEE DETAIL-1) E 700 South =EX 2574.15 Wayflnder Avenue Q u M7 �s M3 PAVEMENT MARKING Meridian ID 0 nffl 1fflHnfflTHH— d r.. 1z WITH 4 WHITE �F2 COLORED 6 z 02 STRIPES ATO24"O.C. �6 ar UU ( EEDETAIL" SH E ) - � ° � --M3---M3 ■ '.•• 11 04.. n 04 O U 1 2 11 Al0• M2 STANDARD CONCRETE WITH 4"WHITE F r/off ° ° ® 2 Q M2 III\ s' m1• _ I O STRIPES AT 24"DIAGONALLY O.C. 2 'r z %r 2 N W PROPOSED BUILDING 2 4'X4'HANDICAP LOGO(SEE DETAIL-4) SITE WORK & �o° ~, Q� " ''• '> ,,__' (141,981 SF FOOTPRINT) ° 4'X12'RED PAINTED PANEL WITH 6"WHITE 2 ®j 2 12' i M4 STENCILED LETTERING"FIRE LANE-NO PARKING BUILDING SHELL 5 4 03 I PAINT FACE AND TOP OF CURB RED WITH WHITE — o° __ _ __ 2 I o Ms STENCILED LETTERS"FIRE LANE-NO PARKING" / 0° \ \ M3 7 n nMs 4'WHITE STRIPE DEMARKING PARKING REVISIONS 2 ® Ms L q, STALL(TYP.U.N.O.) y; ° 2 N I i ��' 2 S G Q 03 JUNE 2022 ADDENDUM#6 ° \ — Qz 11 JUL 2022 PR 005 2 °O DRIVEWAY BUU( IM LA TiD TAIL 3" HIS SHEET)r%' 11 :7 C 3 3 406 02 1 o I I \LOD_ Loo , Loo Lo 01 z M+•2 o 2 41 El El 03 o i o• ® o 0 L------ M3 o 2 2 .{ 112 Z 2 y 0 2 02 2 2 1 2 10 08 09 17 •�' r� �'.�, •o M3 • ..2•• 1 �12. ,;r� 'r9 o v ti — � �\\\ o � M ••...01a:'.. M7 �� M1 2 ® 07 ® �© o I Q II II m MS ® ® oo Al 2 2 o I IIILIVI \\\v--y ------ --- - - - - - - - --- - - - ----- - --- - - ---------- -- ----- \ - - - - -F'-- - - - ---- - <i. ,. ----- - --- \ - - --- -- ------- ---- --- ------ -------------- ---- ---- ----- -- ------- GO- - ------------ ----------- ------- - - - - ` 1. L ,, •.. ;_ 1;._ �• L• .•� � ,.� ,• .� i. i.. ... . ? � �. •' -t .: _.� J , .• � .� ,. �aDinoi _ ao] aol ---901----aoT±---aoT- ---ao�_faon-----ao�-- -- Doi----aoT---�aoT-- --aoT-----aoT-----aoT---�.,.9�----901----aoT --n°a----noi----°°i----°°i---------- ------------- P-CURBSIDE PICK-UP �r (12"X 36") 4 F-FIRE LANE (18"X 24") CONCRTE FOOTING ALUMINUM PANEL W/VINYL S-STOP GRAPHICS APPLIED BELOW"X 3"ALUMINUM K (24"OCTAGONAL) TUBING CAPPED ON TOP K M-MOTORCYCLE Read and understand Specification (12"X 18") 3"X 3"ALUMINUM TUBING Divisions 00&01 and appropriate technical CAPPED ON TOP Specification Sections applicable to perform E-EV CHARGING ALUMINUM PANEL WI VINYL (12 X18) CONCRTE FOOTING BELOW GRAPHICS APPLIED the work shown on this drawing sheet. Notify ArchitecUEngineer of any A-ACCESSIBLE inconsistencies. (12"X18') 2B `,TWO-SIDED DIRECTIONAL SIGN PLAN VIEW 2C ONE-SIDED DIRECTIONAL SIGN PLAN VIEW V-VAN ACCESSIBLE I I ° a g *° PROJECT#: ID2101 MB (12"x6') C.8.0 'SCALE_NTS C.8.0 ;SCALE:NTS i i a °° .b+* ID-4835-22 o I y DATE: 04/06/2022 L c 3 L DRAWN BY: DMM/JRM o ® �® a 4—CHECKED BY: JTM o. NOTE: .4 HOLES TO BE 3• ° '� ° ''Q 'tijl ''Q °° ° a *. ©2022 RILE PUNCHED FOR 3/8"BOLTS. LIGHT FIXTURE, a, 8 ° °°I - FIELD PAINT COLOR-BLUE — _ SECURELY MOUNT O� TO ALUMINUM TUBING I d r C80 F PER SIGN PANEL ° - ONLY)-SEE ELEC ° H `* 2"X 2"X 10'-0"PERFORATED = * * WHITE STENCILED LOGO AND BORDER OS OS 02 02 02 .`s' SIGN POST 14 GAUGE ALUMNUM �' 02 ° Yo M 3/8"DIA BOLT WITH PANELwrvINYL WASHER AND LOCK WASHER IN M GRAPHICS APPLIED M M P ,a P `O 21/4"X21/4"X3'-0" 03 1"Xd8 COUNTERSUNK - PERFORATED ANCHOR POST - cso ca o SELF TAPPING SCREW HF4,14 GAUGE � " ° � r21/2"X21/2"X1'-0" ° M1 M1 ° 4 HANDICAPPED STALL LOGO 3"x 3"ALUMINUM PERFORATED ANCHOR SCALE:NTS TUBING TOP&BTMFa), e `� REINFORCING SLEEVE a I 14 GAUGE i+l 3".3"ALUMINUM - ° —. TUBING TOP CAPPED I ° ° ° *.` ' PAVEMENT MARKINGS, a°° < * I M3 I m ° �� - N TRAFFIC & ° N °. "° 8"DIA CONCRETE FOOTING I I a ' - g HANDICAPPED STALL DETAIL HORROCKS DIRECTIONAL SIGNS �cIUDE c.s.o SCALE:1"=20' PLAN & DETAILS T � GRAVEL BASE E N G IN E E R S i s_ t r 8"DIAMETER GONG FTG \ , � 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 0 1 SIGN POST MOUNTING DETAIL 2A DIRECTIONAL SIGN SECTION 2 DIRECTIONAL SIGN ELEVATION C.8.0 SCALL V=1' C.8.0 SCALE:NTS Cs.O SCALE:NTS (w.h crock .c www.horrocks.com I I I I I I I I I I I I I I I I I R2 1 2 3 — — 4 5 — — 6 7 8 9 — — 10 — — 11 12 — — 13 — — 14 — — 15 — 16 — — 17 18 — 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Architecture _ Interiors Marketing Forensics A Aj(^ R R O C' 11 181 Ftt ._,F 'j O 4 s i ,1, � �� S�ONAL FN B t � G�' B p�` \GENSF G1 0 50' 100' Q� 0 SCALE 1°=50' 20005 �07/12/2022�p Al 9TF OF OP l 9c�8 MuRP� i o C - C of - 0 IS �L°° AlSCf1EELS GD Al D q ° Al TEN MILE \GOD i LOD LOD LOD LOD LOD LOD LOD LOD LOD Al GO 0 Al 0 Al DEG°D CROSSING - DRIVEWAY A D�GID\ LEGEND = I G °D POND A LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD / �?9� A A E \ 0 Al FIRE ACCESS ROUTE E 700 South FG 2579.31 ° / P( C 0 AERIAL APPARATUS Wayfinder Avenue LID LID LID STAGING PADS Meridian, ID \ Al 0 F— 1. 83642 Al A 42" 1 0 F °° NOTE: F 1. SEE SHEET C.8.0 FOR NO SITE WORK & O R�P� /p0, PARKING FIRE LANE SIGNAGE LOCATIONS AND DETAILS BUILDING SHELL CJ• �O°/ 26' o REVISIONS o 11 JUL 2022 PR 005 G Al o° o° A o 1 1 " FUTURE LOT W 0 o " 0\ ZL Doc Al .:_,;:> \° D PROPOSED BUILDING o 0 zi, A\ 0 0 I° (141,981 SF FOOTPRINT) \ A o° 1 0 \ o° A Q °° \ DRIVEWAY B ° 26' <D° o 0 \GOD—LID LID LOD ❑ 32 ZL] FUTURE LOT sZL 0 V A 0 Al \ A 0 0 1 K 1 K 1 ,1 26' o Read and understand Specification S Divisions 00&01 and appropriate technical Specification Sections applicable to perform 32- .`•:•`''; the work shown on this drawing sheet. 0 ZL S Notify Architect/Engineer of any 1 inconsistencies. 0 PROJECT#: ID2101 MB ID-4835-22 1 o DATE: 04/06/2022 L A o A �j POND B L DRAWN BY: DMM/JRM CHECKED BY: JTM --------- ------------- ----------- ---- ©2022RLE aOl aOl 00l ❑Ol—- ❑Ol ❑Ol a01 ❑Ol ❑Ol ❑Ol 001 001 001 001 001 ❑01 __001 - ❑01 001 001 001__ 001 001 001 00 —- ——- - ao1 --- - M M N N FIRE SAFETY PLAN HORROCKS E N G IN E E R S 2775 West Navigator Dr.,Suite 210 Meridian, ID 83642 G 0 CM900 (208)895-2520 www.horrocks.com I I I I I I I I I I I I I I I I I R1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ------------------- ------------------ ----------- li ------------------- ---------- -------------------- ---------------- ------------------- --------------- F X/� ---------- --------------------------------------------------------- I 1 ---------- i'� // // j flT1 ------ ---- ------------- --- ------- � - I it o V—LL --- �� j � '%;i i _fie. I �. �`i III I � i �, v. III it E3 E3 fF E3 E3 X . ...... ... XI -------------- ------------- --- ----- -------------------- -------------Z-- MILL I ---------------------------------- ..... ..... .... ......------------------- - - ------ -- ------------------------------------ --ZZ=== ------ - ------- -------------------------------- ... ------------------------------------------------ ------------ - -=--,------- .... ..... .... . ------- --------- ------------------- -------- ---------------- ----- ..... ..... .. ..... ..... ----- ---- ------ ------------ --------------------- ZZ=ZZZZ=ZZ= - ------------------------- -------- -- ------------------------------ -------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------- ------- ----= - ------------ .... ..----------------------------- . ..... ... ... --- ..... ........ .... ----------------------- ----------------------- ----------------------------- --------------------------------------------------------------------------------------------------------------- ---------------------------- ----------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------