IN-3 IN-1 STM MH-1 IN-4 IN-2 OVERFLOW STR 15" STM PIPE 15" STM PIPE 12" STM PIPE 12" STM PIPE 578 576 574 576 576 12" STM PIPE MH-3 MH-2 8" PVC 8" SAN PIPE MH-1 574 576 578 578 578 W W W W W W W W W W W W W W W W W W W W W W W W W W 576 578 578 578 576 578 578 578 576 15" RCP STM MH-2 N34°21'49"W 247.26'(M&R) N61°22'45"W 189.99'(M&R) N35°50'18"E 251.80'(M&R) N49°23'31"E 117.30'(M&R) N69°17'53"E 146.20'(M&R) N61°48'29"E 172.07'(M&R) S29°50'21"E 48.68'(M&R) S31°33'03"W 273.96'(M&R) S14°24'29"E 88.92'(M&R) S28°12'44"E 172.33'(M&R) N55°38'11"E 124.28' N55°38'11"E 88.50' L1 L2 L3 S56°05'11"E 90.36' S45°36'50"E 131.95' N34°21'49"W S34°21'49"E 33.28' 69.76' 43.32' 63.57' 46.78' 31.81' 42.41' C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 PROPOSED 20.0' UTILITY EASEMENT EXISTING 15.0' UTILITY EASEMENT EXISTING 15.0' UTILITY EASEMENT EXISTING 15.0' UTILITY EASEMENT 40' ROW 1 2 3 4 5 6 7 8 9 10 LOT 1 QUARTER ADDITION LOT 1 QUARTER ADDITION LOT 2 QUARTER ADDITION OUTLOT A QUARTER ADDITION BEACON HARBOR PKWY 80' PUBLIC RIGHT OF WAY KINSLEY COURT POB SW COR LOT 2 OF QUARTER SUBDIVISION PROPOSED 20.0' UTILITY EASEMENT 15' BSBL 15' BSBL 15' BSBL 15' BSBL 15' BSBL 20' BSBL 20' BSBL OUTLOT A 34,967 SF 0.80 ACRES S55°38'11"W 122.51' S55°38'11"W 131.60' S55°08'30"W 111.00' S32°20'23"E 125.05' S20°51'36"W 135.70' 65.80' 94.38' S89°44'41"E 150.45' PROPOSED 15.0' UTILITY EASEMENT PROPOSED 15.0' UTILITY EASEMENT N55°38'11"E 124.28' S55°38'11"W 117.97' S55°38'11"W 127.06' S55°38'11"W 145.22' S44°12'35"W 120.00' S05°51'30"E 161.75' S63°46'37"E 114.10' N60°44'25"E 150.45' PROPOSED 15.0' UTILITY EASEMENT 11 12 13 14 15 16 17 18 19 20 8.83' 83.10' 91.62' 97.44' 19.93' 75.12' 56.83' 45.88' 43.04' 43.38' 9.30' 42.17' C12 C13 C14 C15 C16 18,657 SF 42.17' 42.17' 42.17' 42.17' 42.17' 42.17' 42.17' 42.17' 42.17' 42.17' 42.41' 42.41' OUTLOT B n 0' 15' 30' 60' Scale: 1" = 30' B & L DEVELOPMENT AT THE QUARTER, LLC. 309-314-4142 ISSUED FOR CITY REVIEW 2550 middle road, ste. 602 bettendorf, ia 52722 www.rtmec.com date revision no. REV. jmcd project no. drawn by: checked by: date: designed by: DETAILED SITE PLAN C-X THE QUARTER SUBDIVISION East Moline, Illinois PHASE 1 BRAD BAGBY AND LARRY ANDERSON 06.21.2021 baj lae 21.BAG.C01 nhm PROPERTY LINE STORM WATER DETENTION BETTENDORF, IA SITE LOCATION MAP PROJECT LOCATION SANITARY SEWER SANITARY SEWER MH STORM SEWER STORM SEWER MH INLET FLAG POLE ELEVATION CONTOUR WATER MAIN P.C. CONCRETE PVMT. P.C CONCRETE WALK PROPOSED BUILDING BOUNDARY LINE NEW LOT LINE ZONING SETBACK LINE EASEMENT LINE LEGEND PROPOSED EXISTING 590 SAN W GENERAL NOTES 1. ALL IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH ALL CURRENT CODES AND ORDINANCES OF THE CITY OF EAST MOLINE, ILLINOIS. 2. THIS SITE IS SERVED BY CITY OF EAST MOLINE (SANITARY SEWER AND WATER) AND MID AMERICAN ENERGY CO. (GAS AND ELECTRIC). 3. ALL EXISTING UTILITIES SHOWN WERE LOCATED PARTIALLY IN THE FIELD AND PARTIALLY FROM REVIEW OF EXISTING PUBLIC RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD LOCATE ALL EXISTING UNDERGROUND LINES PRIOR TO BEGINNING ANY CONSTRUCTION IN THE AREA. ANY DAMAGE DONE TO UTILITIES DUE TO CONSTRUCTION WILL BE REPAIRED AT THE CONTRACTOR'S OWN EXPENSE. 4. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMAL PARTS THEREOF. ALL PAVEMENT DIMENSIONS ARE TO BACK OF CURB OR EDGE OF SLAB. ALL ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 5. ALL SIDEWALKS ARE TO BE PORTLAND CEMENT CONCRETE AND SHALL BE HANDICAP ACCESSIBLE. OWNER | DEVELOPER SITE DATA ZONING: PUD SETBACKS REQUIRED: PUD DISTANCE FROM PUBLIC ROW 25' DISTANCE BETWEEN BUILDING AND 15' ADJOINING PROPERTY LINE DISTANCE BETWEEN BUILDINGS 120' FACE TO FACE DISTANCE BETWEEN BUILDINGS FACE 80' TO REAR OR FACE TO SIDE DISTANCE BETWEEN BUILDINGS 30' DISTANCE BETWEEN BUILDINGS 50' REAR TO REAR 20.04' 20.25' 15' 27' 40' 80' 18' 18' ZONE: PUD ZONE: PUD ZONE: PUD DESIGNER | ENGINEER RTM ENGINEERING CONSULTANTS 5137 UTICA RIDGE RD. DAVENPORT, IA 52807 563-726-6310 R48' R50' R5' DUPLEX (UNITS - TYP.) 15' 15' 15' 15' 15' 16.55' 16.34' 66' 54.33' 19' 15.74' 16.42' 14.96' 15.29' 15.02' 15' 15' 15.91' 15' I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Illinois. __________________________________ ____________ Signature Date Naghme H. Motto, P.E. IL Registration No. 062-066490 My license renewal date is November 30, 2021 Pages or sheets covered by this seal: I L L I N O I S L I C E N S E D P R O F E S S I O N A L E N G I N E E R NAGHME H. MOTTO 062-066490 13'-6" 13'-6" 6'-6" 6'-6" SUBGRADE PREPARATION CRUSHED ROCK STABILIZATION AND GEOTEXTILE, IF NEEDED (SEE NOTE 1) SUBBASE GRANULAR MATERIAL, TYPE B, 6" CA-6 OR APPROVED EQUAL COMPACTED TO 95% STD PROCTOR DENSITY 2.0% 2.0% VARIES VARIES IN CUT SECTIONS IN FILL SECTIONS VARIES 1 6" PCC PAVEMENT 1 6" INTERGRAL CURB CITY STANDARD C L 27' TYPICAL SECTION SUBDIVISION STREETS N.T.S. VARIES 40' R.O.W. PROFILE GRADE 8' 8' TYPE E JOINT 6" 24" 12" LINE TRENCH WITH GEOTECHNICAL FABRIC. LAP A MIN. OF INCHES 4" FLEXIBLE PERFORATED POLYETHYLENE SUBDRAIN POROUS BACKFILL (IL DOT FA-1, FA-2, FA-20 OR CA-18) TRAVERSE JOINTS SHALL BE TYPE C WITH 15" SPACING PROPOSED PRIVATE STORM SEWER (TYP.) BERM 6,119 SF 5,240 SF 5,240 SF 5,240 SF 5,240 SF 6,145 SF 6,207 SF 11,355 SF 7,292 SF 6,722 SF 7,970 SF 9,458 SF 5,937 SF 5,478 SF 6,004 SF 5,850 SF 5,453 SF 5,262 SF 5,070 SF 5,004 SF CURVE TABLE CURVE C4 C6 C5 C7 C9 C8 C10 C11 C1 C2 C3 LENGTH 37.67' 35.66' 19.27' 25.19' 26.59' 28.02' 25.19' 25.70' 283.75' 129.74' 113.53' RADIUS 43.50' 54.50' 54.50' 54.50' 54.50' 54.50' 54.50' 54.50' 640.00' 640.00' 640.00' DELTA 049°36'44" 037°29'05" 020°15'35" 026°29'12" 027°56'59" 029°27'18" 026°28'53" 027°01'18" 025°24'08" 011°36'54" 010°09'48" CHORD BEARING N59°10'11"W N44°58'25"W N73°50'45"W N12°59'16"W N43°41'08"E N14°58'59"E N70°54'03"E S82°20'51"E S46°10'14"W N39°16'37"E N53°47'23"E CHORD LENGTH 36.50' 35.02' 19.17' 24.97' 26.32' 27.71' 24.97' 25.47' 281.43' 129.52' 113.38' C12 21.92' 54.50' 023°02'48" S57°18'48"E 21.77' C13 27.44' 54.50' 028°50'38" S31°22'06"E 27.15' C14 30.62' 54.50' 032°11'41" S00°50'56"E 30.22' C15 27.21' 43.50' 035°50'35" S02°40'23"E 26.77' C16 10.45' 43.50' 013°46'09" S27°28'44"E 10.43'