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EA190182 - Zoning - Residential - Issued Date 04/11/2024 PERMIT City of Eagan , g F Permit Type: Zoning 3830 Pilot Knob Rd a"µh�W ®P���� EAGAN Permit Number: EA190182 Eagan, MN 55122 a.,�� �-�� (651)675-5675 111111111111 IN 11111111111111111111111111111111 www.cityofeagan.com * E R 1 9 0 1 8 2 * Date Issued: 4/11/2024 Site Address: 4593 Maple Leaf Cir Lot: 31 Block: 02 Addition: Ches Mar East Ist PID:10-17150-02-310 NO Use: * 10 17 1 S 0 02 - 3 10 Description: Sub Type: Residential Construction Type: Work Type: Driveway Description: Census Code: - Occupancy: Zoning: Square Feet: Comments: Fee Summary: Total: Contractor: - Applicant - Owner: Asphalt Driveway Co Dessarae Smith 1211 E Hwy 36 4593 Maple Leaf Cir Maplewood MN 55109 Eagan MN 55123 (612)676-1717 This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. 1 hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature r________________ i For Office Use 1 ®ar j Permit#: l •w�" ""^° I Date Received: EAGAN I I I I I Staff: I i 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 `--""-------------1 (651)675-5685 FAX: (651)675-5694 planning 01cityofeagan.com ZONING PERMIT APPLICATION Ej Please identify Improvements on a scaled site pian drawing that shows lot lines, structures, and existing conditions. For projects involving significant land disturbance, a Stormwater Management Permit and collection of security may be required. Properly Site Address: information Owner Name: UC`fct rth �1 �t;5bie �ir`li n '�«. Name: Phone: �pl�' f0`3{o Address: �2 (-li`y�U� 7(0 City/State/Zip: a. I C WCC IQ 5510 Contact � Applicant Signature: ,QJ �t tlt� A. Date: 3 �- Email address: "jGl6i(�CtS�?1A��C�YCV•2,wwcor CUM _ ❑ Retaining Wall<4 feet ebriveway © Other: ❑ Patio El Sport Court Type Qf Work p Sidewalk O f=ence Description of work: C dt 1 tie WU - Plamm�: Setbacks, hard surface•coverage,shorekand zonrng, bluff zorielsetbaCks,etc.; 9 pproved Denied Date: 4/11/2024 Staff: 5o es: Okay as presented.Please refer to the attached detail plate. Owner/Contractor is responsible for Maximum width at ROW is 22 feet. determining location of property lines Revised Plans Approved: Yes i No Date: Staff: Engineef;ing Grading,dra€nageutility easements,wetlands,erosion control Improvements In tfae'Rlght b 'Way, etc A7esy,,,, enied Date: 4/11/2024 Staff: `2e o BOXES LOCATED IN BITUMINOUS,CONCRETE DRIVEWAYS,OR PARKING AREAS SHALL BE COVERED WITH METER BOX AND COVER(FORD A-1)OR CITY APPROVED EQUAL. Revised PlansT'__._..... Approved: Yes I No Date: Staff: w 't tk F -Comments�� t3 "S Z I You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cltyofeaggil.com/—Subscrib . CALL BEFORE YOU DIG. Contact Gopher State One Call at(651)454-0002 or www gopher tateosecall orSa for protection against underground utility damage. Contact Gopher State One Call 48 hours before you Intend to dlg to receive locates of underground utilities. NOTES: 1. ALL WATER SERVICES SHALL BE TYPE"K" COPPER AND SHALL BE 1" DIAMETER UNLESS APPROVED BY ENGINEER. 2. CURB BOXES LOCATED IN BITUMINOUS,CONCRETE DRIVEWAYS, OR PARKING AREAS SHALL BE COVERED WITH METER BOX AND COVER(PORb A=i)tl CITTti' APPROVED EQUAL. 3. CORPORATION STOPS TO BE DIRECT(WET)TAP, NO SADDLES ALLOWED. 4. SEWER SERVICE CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 5. SEE EAGAN STD. PLATE#320 FOR WATER SERVICE REQUIREMENTS. 6. SEE SPECIFICATIONS FOR STANDARD MATERIALS. CL R VARIABLE (SEE PLAN) VARIABLE (SEE PLAN) 15' STEEL FENCE POST CAST IRON BONNET AND LID (NOTE 3)TO BE INSTALLED OVER CURB STOP LOCATED IN DRIVEWAY OR PARKING AREAS. CURB STOP AND BOX - — w �n Z WATER SERVICE HORIZONTAL / GOOSENECK I �, j cw WATER MAIN---�`-. 8 CONCRETE BLOCK SUPPORT— - \ CORPORATION STOP-DIRECT TAP ONLY N SERVICE PIPE SDR-26 �. 1"COPPER TAIL TO BE SANITARY SEWER HYDRO-STATICALLY i TESTED WITH ENTIRE SERVICE. 240 LB. MIXED CONCRETE (3-80 LB. BAGS) ENCASEMENT FOR ALL PVC AND VCP SEWER PIPE � INSTALL 4" OR 6" PVC SDR-26 SEWER SERVICE PLUG FOR MIN. SLOPE 1/4" PER FT. (2.0%) TESTING REVISED STANDARD E A G A N SEWER & WATER PLATE# SERVICE CONNECTIONS300 1 /2024