Loading...
HomeMy WebLinkAboutC1.0_COVER SHEET, LEGEND, & CONTACTS The UPS Store v reever WBolian Dr a a W Sly Fox Taco Bell® v n W Bavaria St r°r \ Cas B W txla�a \ 3 0 SAGARRA SUBDIVISION No . 1 IN Gray Fox St Active Minds Child ®Cupbop-Korean BB4 , Care and Preschool ','W.CHINDEN BLVD.19 ze 2D Reed's Dairy Meridian ®Homestead Bar&Grill WP-1111-Ln MF: Rl IAN , I AHO r Tree - Cadence 55+Community v W Plaza s1�2o WinCo Foods �¢ Z WPlara ShOPa t _ zo K,ogector St V — WRIaze Sho,'p' „o LD= RS B=2023=001 3 FP=2023=0008 A=2023=01 02 0 W O saP � Q � � E.; o w Glade Cr¢ok St Z LL - Q Z wHa Rapids St y yam+ N =o o U SEC. 25 TAN R.1W Cr � xDt PHASE 1 The Church of a cre� O eekDr Jesus Christ of Latter... �'°v°a n© PROJECT SITE _�_ d a¢ PZ WHilchcoCk S[ ` O W Cayuse Geek Gr /na = a E a O a r (Q E d 0 a mw a LEGEND PROJECT CONTACTS VICINITY MAP FOUND BRASS/ALUMINUM CAP TBC TOP BACK OF CURB DEVELOPER SAGARRA PHASE 1 , LLC INDEX OF SHEETS ® 5/8" IRON PIN WITH PLASTIC CAP TBC-R TOP BACK OF REVERSE CURB C/O MICHAEL SLAVIN, MANAGING PARTNER 95 ® CALCULATED POINT TVC TOP BACK OF VERT. CURB W/O GUTTER 404 S. 8TH ST. #300A1 FINAL PLAT - SAGARRA SUBDIVISION NO. 1 BOISE, ID 83702 CONTACT DKXJNE ® FOUND 5/8" IRON PIN WITH PLASTIC CAP TRC TOP BACK OF ROLLED CURB MICHAEL@ACCOMPLICE GROUP 48-HOURS T.208.900.8028 C1.0 COVER SHEET, LEGEND, & CONTACTS BEFORE DIGGING FOUND 1/2" IRON PIN WITH PLASTIC CAP WALK TOP OF WALK C1.1 NOTES 1-800-942-=5 O SET 1/2" IRON PIN WITH PLASTIC CAP CONC CONCRETE SPOT ELEVATION CIVIL ENGINEER ERICKSON CIVIL, INC. C1.2 TOPOGRAPHIC SURVEY PROJECT MANAGER - ROSS ERICKSON P.E. SS _ SS EXISTING SEWER LIP LIP OF GUTTER 6213 N. CLOVERDALE ROAD SUITE 125 GD.O GRADING PLAN - OVERALL w w EXISTING WATER FL FLOW LINE BOISE, IDAHO 83712 GDA GRADING PLAN - AREA A Lu 0 T.208.846.8955 _j Q CABLE EXISTING CABLE AC ASPHALT C.208.867.3954 GD.2 GRADING PLAN - AREA B J = GD.3 GRADING PLAN - DETAILS a ROSS@ERICKSONCIVIL.COM z o EXISTING CENTERLINE EP EDGE OF PAVEMENT O — EXISTING DITCH EG EDGE OF GRAVEL PROFESSIONAL JJ HOWARD ENGINEERING RD.O ROADWAY - TYPICAL SECTIONS 2 >_ Q LAND SURVEYOR PROJECT MANAGER - ERIC HOWARD P.L.S. RD. ROADWAY - N. ARLISS AVE & W. MALBAR ST. (STA 1+09 TO 6+40) — EG EG EXISTING EDGE OF GRAVEL CL CENTERLINE m LU � T.208.283.8522 Q Z) LU RD.2 ROADWAY - W. MALBAR ST. (STA 6+40 TO 11+31.90) CO EP EP EXISTING EDGE OF PAVEMENT BOW BACK OF WALK ERICH@JJHOWARDENJ.COM RD.3 ROADWAY - PEDESTRIAN RAMP GRADING Q < x EXISTING FENCE FG FINISHED GRADE RD.3.1 ROADWAY - PEDESTRIAN RAMPS W. ORCHARD PARK DR. IRRIGATION NORTH SLOUGH LATERAL USERS ASSOC. Q ui E/O EXISTING FIBER OPTICS GND GROUND DISTRICT ROD WAGNER RDA ROADWAY - DETAILS cn F CO T.208.761 .0041 GAS GAS EXISTING GAS CMP CONCRETE PIPE SDA STORM DRAIN (ACHD) - AREAS 1, 2 & 3 z o IRRIGATION WATER SUPPLIED BY THE NORTH SLOUGH IRR EXISTING GRAVITY IRRIGATION RCP CORRUGATED METAL PIPE PRESSURE PRIVATE HOA SYSTEM SD.2 STORM DRAIN (PRIVATE) - AREAS 4 & 5 10 1 a SD .3 STORM DRAIN - DETAILS 1 JT JT EXISTING JOINT TRENCH PVC PVC PIPE LATERAL USERS ASSOC. S\0AL EN SD.4 STORM DRAIN - DETAILS 2 ��\STERFG�ifi�. OHP EXISTING OVERHEAD POWER CITY OF MERIDIAN BUILDING DEPARTMENT SD.5 STORM DRAIN - DETAILS 3 Q� o F PI PI EXISTING PRESSURE IRRIGATION EXISTING TREE 33 E, BROADWAY AVE. 3 MERIDIAN, ID 83642 SSA SEWER LINE A (STA 1+00 TO 6+00) SD 7-5 T.208.887.2211 SS.2 SEWER LINE A (STA 6+00 TO 10+84.68) �9TF -23 �pP� S � =o' EXISTING LIGHT T EXISTING TELEPHONE WATER SERVICE CITY OF MERIDIAN WATER DEPT. SS.3 SEWER LINE B (STA 1+00 TO 4+45.83) ASS K ER\��S� T/EO EXISTING TELEPHONE & FIBER EXISTING MAILBOX PROVIDER 2235 NW 8TH ST. SSA SEWER LINE C (STA 1+00 TO 4+54.11) TOE EXISTING TOE OF SLOPE MERIDIAN, ID 83646 co EXISTING CONTOUR T.208.888.5242 W.1 WATER PLAN - WEST ,o 'o 'o • • • TOB EXISTING TOP OF BANK i 2600— W.2 WATER PLAN - EAST • .. .. .. �2600_\ PROPOSED CONTOUR SEWER SERVICE CITY OF MERIDIAN UGP UGP EXISTING UNDERGROUND POWER PROVIDER 33 E, BROADWAY AVE. ' SS SS PROPOSED SEWER EXISTING SIGN MERIDIAN, ID 83642 Cn SL.1 STREET LIGHT PLAN - CITY OF MERIDIAN co .. " SAN T.208.898.5500 SGA SIGNAGE & MAILBOX PLAN co N 8 ( PROPOSED 8 SEWER O O EXISTING MANHOLE POWER IDAHO POWER COMPANY SO.00 GENERAL STRUCTURAL NOTES To 6" SAN ( PROPOSED 6" SEWER „ ® EXISTING INLET SCOTT PINKSTON S1.00 FOUNDATION PLAN Q W N j 4 SAN ( PROPOSED 4 SEWER T.208.388-5446 Q Mo M °w W PROPOSED WATER EXISTING FIRE HYDRANT GAS INTERMOUNTAIN GAS CO. SEE LANDSCAPE PLANS FOR PRESSURE IRRIGATION SUPPLY AND DISTRIBUTION. a`O N <= O 1" W PROPOSED 1" WATER PROPOSED FIRE HYDRANT BRYCE OSTLER N T.208.377.6812 1-1/2" W PROPOSED 1 .5" WATER =w PROPOSED VALVE �m 2 W PROPOSED 2„ WATER TELEPHONE CENTURY LINK LEO ARTEAGAzz 6" W PROPOSED 6" WATER PROPOSED METER T.208.385.2440 0 Ss Q 8" W PROPOSED 8" WATER LEO.ARTEAGA@CENTURYLINK.COM DATUM + BENCHMARKS o @ PROPOSED BLOW-OFF D 66 O tt W �� O 10" W PROPOSED 1011 WATER _ H WATER FITTINGS PROJECT DATUM: NAVD 88. CONTRACTOR SHALL CONFIRM NAVD 88 =s Q 12 W PROPOSED 12 WATER ELEVATIONS AND LOCATIONS FOR ALL PROJECT CONTROL POINTS �W PRIOR TO START OF CONSTRUCTION. M SD PROPOSED STORM DRAIN ® PROPOSED SAND AND GREASE TRAP N PI PI PROPOSED PRESSURE IRRIGATION H O CONCRETE CURB AND GUTTER CP# X TO BE ESTABLISHED AND VERIFIED IN FIELD BY SURVEYOR N IRR PROPOSED GRAVITY IRRIGATION V0. =� EP EP PROPOSED EDGE OF PAVEMENT a CONCRETE a U H c 3 UM 7 �Y Z EG EG PROPOSED EDGE OF GRAVEL IRRIGATION BOX V � r SAWCUT PROPOSED SAWCUT SLOPE DIRECTION OF DOWNWARD SLOPE 1■� °� M PROPOSED DITCH CENTERLINE i:mr DIRECTIONAL STRIPINGO TOB PROPOSED TOP OF BANK � W Lu J TOE PROPOSED TOE OF SLOPE CABLE RISER ~ IF W Q m o co 0 • Y � 0-0 o m M PUID EASEMENT W a = a N POWER/ELECTRICAL o uw w a a A�\�\�\�\�\�\�\�\�\�\�\ ■ - - - - - - - - - - - - - - - - - - - PROPOSED GRADE BREAK j/Aj/Aj/Aj\j/Ay\j/AyVj\j\jVj\j/AjVAjVAjVAjVAjVAjVAjVAj/AAj/AAjVAj W Q PROPERTY LINE TELEPHONE RISER \j / / , / A% Z JOB NUMBER: siG / / \� \ VA IDB2355 m SIGNAL JUNCTION BOX POWER/TELEPHONE POLE VA W DATE: 6-9-23 > SHEET NUMBER: SIGNAL \ �� VA co CLEANOUT // A \ /\/ O V BENCHMARK \ 1 DETAIL NUMBER KEYED NOTE \\ � ''` Cl ■O xx SHEET NUMBER � �A VA VA \ \ VA \ \ \ V�VA VA \ VA \ \ VA� VA w \ \ \ \ \ \ \ \ \/ \�\�\�\�\�\�\�\�\�\�\�\�\�\� z