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Vegetation Ground Obscured Vegetation Ground Obscured BIN BIN BIN BIN BIN BIN BIN BIN BIN BIN BIN TRANS. S.E.S. BUILDING '1' LOADING ARIZONA AVENUE Site VICINITY MAP PRELIMINARY PLAT CHANDLER INNOVATION CENTER CHANDLER, ARIZONA LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA ARCHITECTS BALMER ARCHITECTURAL GROUP INC. 2425 E CAMELBACK RD STE. 775 PHOENIX, ARIZONA 85016 PH: 602.954.6718 CONTACT: WESLEY BALMER EMAIL: WBALMER@BAG-INC.COM BASIS OF BEARING THE BASIS OF BEARING IS SOUTH 00°31'15" EAST ALONG THE WEST LINE OF SECTION 10, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA AND SALT RIVER MERIDIAN ACCORDING TO BOOK 589 OF SURVEYS, PAGE 48 MARICOPA COUNTY RECORDS. PROJECT DATA: ADDRESS: SOUTH OF THE SEC OF ARIZONA & GERMANN ROAD APN: 303-33-007M 303-33-013M 303-33-013N 303-33-013P 303-33-013Q 303-33-013R 303-33-987 303-33-988 SITE AREA (GROSS): 1,021,448 SF / 23.45 AC SITE AREA (NET); 1,021,448 SF / 23.45 AC EXISTING ZONING: IND-1, IND-2 & I-1 PROPOSED ZONING: I-1 TOTAL LOTS: 3 DEVELOPER CHANDLER INNOVATION PARK, LLC 7800 EAST UNION AVENUE SUITE 800 DENVER, COLORADO 80237 PH: 720.528.3344 CONTACT: TONY KILL EMAIL: TKILL@DPCCOMPANIES.COM FLOOD ZONE CERTIFICATION FLOOD INSURANCE MAP NUMBER 04013C2743M EFFECTIVE ON 11/04/2015 ZONE AH, FLOOD DEPTHS OF 1 TO 3 FEET (USUALLY AREAS OF PONDING). BASE FLOOD ELEVATION DETERMINED, AND ZONE "X", AREAS OF 0.2% ANNUAL CHANCE FOR FLOOD; AREAS OF 1% ANNUAL CHANCE OF FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE OF FLOOD. FLOOD ZONE DESIGNATION PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. NOTES: 1. THE IMPROVEMENTS SHOWN ON THIS PLAT WILL NOT BE FULLY APPROVED BY THE CITY AND THE CERTIFICATE OF OCCUPANCY OF ACCEPTANCE WILL NOT BE ISSUED UNTIL THE OVERHEAD UTILITY LINE UNDERGROUNDING REQUIREMENT HAS BEEN SATISFIED. 2. THE IMPROVEMENTS SHOWN ON THIS PLAT WILL NOT BE FULLY APPROVED BY THE CITY AND THE CERTIFICATE OF OCCUPANCY OF ACCEPTANCE WILL NOT BE ISSUED UNTIL THE IRRIGATION FACILITY UNDERGROUNDING REQUIREMENT HAS BEEN SATISFIED. 3. THE FINAL PLAT FOR THIS SUBDIVISION WILL NOT BE APPROVED OR RECORDED UNTIL A RECLAIMED WATER USE AGREEMENT IS EXECUTED BY THE DEVELOPER AND APPROVED BY THE CITY. 4. VISIBILITY EASEMENTS RESTRICTIONS: ANY OBJECT, WALL, STRUCTURE, MOUND OR LANDSCAPING (MATURE), OVER 24" IN HEIGHT IS NOT ALLOWED WITH THE EASEMENT EXCEPT TREES TRIMMED TO NOT LESS THAN 6' ABOVE GROUND. TREES SHALL BE SPACED NOT LESS THAN 8' APART. 5. THIS SUBDIVISION IS WITHIN CHANDLER MUNICIPAL AIRPORT IMPACT OVERLAY DISTRICT. A AVIATION OR AVIGATION EASEMENT SHALL BE PROVIDED AT THE TIME OF FINAL PLATTING. UTILITIES SERVICES WATER: CITY OF CHANDLER SEWER: CITY OF CHANDLER ELECTRIC: SALT RIVER PROJECT TELEPHONE: CENTURY LINK CABLE: COX COMMUNICATIONS GAS: SOUTHWEST GAS RECLAIMED WATER: CITY OF CHANDLER IRRIGATION: ROOSEVELT WATER CONSERVATION DISTRICT RETENTION CALCULATIONS VOLUME REQUIRED = 1.1 x D x A x C D = 2.20 INCHES (100 YR - 2HR PRECIPITATION DEPTH) A = AREA (SQUARE FEET) C = 0.90 KEY MAP 1"=200' 2 DRAINAGE AREA AREA SF VOLUME REQ CF VOLUME PROVIDED BASINS(CF) 862,454 156,535 1 118,908 21,581 VOLUME PROVIDED PIPES(CF) VOLUME PROVIDED TOTAL(CF) 196,462 21,931 - - 196,462 21,931 QUEEN CREEK ROAD S. MC QUEEN ROAD E. GERMANN RD. S. ARIZONA AVE E. RYAN ROAD S. HAMILTON ST PIONEER PKWY BRZPDQ&RQVXOWLQJ*URXS/WG N'HVHUW'ULYH6WH 7HPSH$UL]RQD FBRZPDQ&RQVXOWLQJ*URXS/WG 3KRQH ZZZERZPDQFRP 35(/I0IN$5<3/$7 &+$N'/(5INN29$7I2N&(N7(5 &+$N'/(5$5I=2N$ 0$5I&23$&28N7< &2&/2*N23/7 -65 -0B -65 C1.0 2 BENCHMARK SECTION 9, T2S, R5E FOUND. 3" BRASS CAP IN CONCRETE 100' NORTH, 70' WEST OF INTERSECTION OF ARIZONA AVE AND QUEEN CREEK ROAD; ON ROADSIDE BY SRP STRUCTURE CITY OF CHANDLER CONTROL NETWORK BM 43A ELEVATION: 1215.57' NAVD 88 NOTES: RETENTION VOLUME PROVIDED IS THE GREATER OF THE 100 YEAR 2 HOUR STORM OR THE EXISTING VOLUME OF THE STORAGE LOCATED IN FLOOD ZONE AH. CLOMR/ LOMR TO BE SUBMITTED FOR REVISION TO THE FLOOD PLAIN. C.O.C. LOG NO. PLT 23-0039 C.O.C. LOG NO. PLT 23-0039 ENGINEER BOWMAN CONSULTING 1600 N DESERT DRIVE SUITE 210 TEMPE, ARIZONA 85288 PH: 480.629.8830 CONTACT: JEFFREY S. RYBARCZYK E-MAIL: JRYBARCZYK@BOWMAN.COM ARIZONA AVENUE LOT 3 LOT 1 LOT 2 LINE DATA Bowman Consulting Group Ltd 1600 N. Desert Drive Ste 210 Tempe, Arizona 85288 c 2021 Bowman Consulting Group Ltd Phone: (480) 629-8830 www.bowman.com PRELIMINARY PLAT CHANDLER INNOVATION CENTER CHANDLER, ARIZONA MARICOPA COUNTY COC LOG# CIV------ JMB JMB JSR 1" = 60' 051343-01-001 2.23.2024 C1.1 2 2