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P - 48269Building Inspections 763-572-3604 763-502-4977 FAX DATE_�� SITE ADDRESS THIS APPLICANT IS: PROPERTY OWNER/ TENANT BUILDING RESIDENTIAL APPLICATION CITY OF FRIDLEY EFFECTIVE I-1-2011 � �� ✓ L�J ADDRESS: �5�.�/ �(/Q.f f �%UO �''� CITY f/' 'r�� ° PHONE: 7� 3 � 57.2 - �q' Permit No.: �-� � �� 3 °'r R�� a�T 2 ATE ZIP CONTRACTOR NpME. �� %�,� �/��•� d� G'�,i,�oc� SUBMIT A COPY OF STATE LICENSE # LEAD CERT NUMBER YOUR STATE LICENSE AND CERTIFICATE OF ADDRESS: ��f O i�-'�,�/ /D CITY L' �%= �'�-� STATE �s►w ZIP S.S� .S Ci INSURANCE pHONE '7 3- �./-�S" 3 FAX PROPERTY TYPE J�SINGLE FAMILY/NEW CONSTRUCTION SIZE ❑ TWO FAMILY/NEW CONSTRUCTION STORIES PERMIT TYPE TYPE OF WORK: ❑ ADDITiON ❑ BASEMENT FINISH ❑ DECK DESCRIBE WORK BEING DONE: SIZE OF IMPROVEMENT ROOFING NUMBER OF SQUARES _ GARAGES PROPOSED SIZE: PROPOSED HE[GHT: SIDING ❑ Vinyl ❑ Aluminum ❑ Other NEW HOME CONSTRUCTION MAMTENANCE/REPAIR WIIVDOWS IN EXISTING OPENINGS ❑Yes �No � OR FOR NEW OPENINGS-DESCRIBE SIZE OF � OPENING CHANGES & � TYPE OF WINDOW TO BE INSTALLED ❑ GARAGE/SHED ❑ WINDOWS ❑ ROOF ❑ DRAIN TILE ❑ SIDING ,�OTHER O SWIMMMG POOL ❑ ADDITION � REMODELING O HOUSE ONLY ❑ HOUSE & GARAGE ❑ ATTACHED GARAGE ❑ DETACHED GARAGE ❑Soffit ❑ Trim ❑ Fascia LOCATION OF WiNDOWS NUMBER OF , /. ` BASEMENT REMODELING SUBMIT: I . Existing Fioor Plan 2. Proposed floor plan 3. List of structural members to be used FOR NEW CONSTRUCTION fNCLUDING DECKS, ADDITIONS. & PORCHE3 SUBMIT: 1. Site Plan/Survey showing the existing structures and proposed project. 2. Two sets of construction plans 3. Energy Calculations FOR WINDOWS — PROVIDE U-VALUE AND MANUFACTURE STICKER ON WINDOW. ALL FEES ARE BASED ON VALIIATION, INCLUDING THE COST OF LABOR AND U ING THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $ ��n��=— OCCUPANCY Permit Fee Plan Review Fire Surcharge Surcharge License Surcharge SAC Charge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge Total Due $ 1 �1.L5 $ $ l $ �- I $ $ $ $ $ $ $ � , TERIALS: TYPE See Back Page for Fee Schedule 65% of Building Permit Fee .001 times the total job valuation .0005 x Permit Valuation Minimum $5.00 $5.00 (State Licensed Residential Contractors) $2230 per SAC Unit (Plans to MWCC for determination) ft+6ft= ftx$25=$ $450 Conservation Plan Review Fee Determined by Engineering Agreement necessary ( ) Non Necessary ( ) Make checks oavable to: Citv of Fridlev Attach THIS IS AN APPL[CATION FOR A PERMIT-NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit on site; that the work will be in accordance with the approved plan in the case of all work ich requ' es review and approval of p,lj� ns. SIGNATURE OF APPLICANT ��__1�a� PR[NT NAME /tc 4 I � u!,� u � t DATE I ��/ 7—// �� S��h� �=� � �� ci�� r�. � i1s.��n�- �� 0 .� �. �i �f� ��5 c.�` �1� ,o -," �� . , r �..�.�.,. a. .. _ �� .� � �c.. � i ! ��p ;g r�� 4 t.:#� � ., ,�` � .., �,.�,....m,�.�,��.., ..... , a....,_ '� ,,�°' ` .� ry_.. , � ..__�.N� ,r . �' . ' ,e ' � . �` S ��' p�r; vet�c►y . .M..-�---. - _ , . .�.....«—,,..y..,. , ,. ..}.... . ,.. . . 4_ _ . ...._.. . � � �� . ._,_. . .. - __ -- � �a�r�� R I ED FOR � �� `� � l� �'� �°� MP I �� r G Inspect�r ~ � Date�"�� - ---�'-�-- ;g� �. %� � �... � � SECTION NOTES 1. TOP GEOGRID LAYER MAY SE OMITTED WHEN WALL fS BUILT TO A MAXIMUM EXPOSED HEIGHT OF 5'-0". . - 2. TOP AND MIDDLE GEOGRID LAYERS MAY BE OMffTED WHEN WALL IS BUILT TO A MAXIMUM EXPOSED HEIGHT OF 3'-0". 3. WA�L MAY BE BUILT WffHOUT GEOGRiD TO A MAXiMUM EXPOSED HEIGHT OF 2'-4". OPTIONAL 4' CAP BI..00K FREE DRAIPIING AGGREGATE (MiN.1'-0" WIDTFi) RELATIVELY LEVEI BAGKSI.�OPE MARSHALL CONCRETE 8" HEIGHT RETAtNING� = WALL BLOCK UNITS � w _ � 5.4° ¢ � W GEOGRID GEOSYNTHETIC m REINFORGEMENT a (MIRAGRID 3XT OR EQUIV.) x w � � DRAIN TILE BY OTHERS �" � io COMPACT NATIVE OR FILL SOIIS � BASE � BURY FIRST BLOCK ROW MIN. 6' MtN. COMPACTED GRANULAR BASE 2'-0" MIN. WALL SECTION GEOGRID REINFORCED REfAiNMiG WALL Retainir�g WaN 5851 West Moore Lake Road Fridley, MN Better Yards & Gardens 9843 Highway 10 �� Elk River, MN 55440 RYan Madc cQ COPYRlGHT ULTElG ENGINEERS INC. 2011 � COMPACTED FlLL _ � T � h�by ce�(y nat r:s p�n. �ea�o�+a �.as vrevored M ,aea.u�.�y,�a� a�wn��aa�y�io�e �F,�,ee. u�.a,��ae,es�aee�� o�: ia2�-11 ��: asa�o rty^�•:�� ..r,:� • , : "".! ► 1 , : � I�u: �_�: �� :: sl , v . co _ v � szo, � Fwer ad swre 3oe �, MN 55421 Td 763571-2$p0 r��.sn.,,ee vwwa�ep.wm SCOPE DESIGN AND DETAILING OF A MODULAR BLOCK RETAINING WALL ALL CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THIS DCICUMENT, STANDARD INDUSI`RY PRACTICE, AND THE REQUIREMENTS OF THE CODE. NOTES 1. THE BASE OF THE RETAINING WALL IS TO BE BURIED INTO VIRGIN MATERIAL OR ENGINEERED FILL AS DETAILED ALONG THE ENTIRE LENGTH OF THE WALL. 2. CONSTRUCT THE RETAINING WALL W(TH STAGGERED ROWS OF LANDSCAPE BLOCKS. DO NOT STACK ONE BIOCK DIRECTLY ABOVE THE BLOCK BELOW. 3. DRAINAGE FILL iS TO BE CIEAN 1" MINUS CRUSHED STONE OR GRANULAR FILL THAT MEETS THE SEGMENTAL UNIT MANUFACTURER'S SPECIFICATI�VS. 4. INSTALL DRAINTILE AT THE BASE OF THE WALL DRAINTILE IS TO DRAIN TO DAYLIGHT AT EACH END OF THE WALL AND INTERMEDIATELY AS REQUtRED BY OTHERS. DRAINTILE AND DRAINAGE ARE ESSENTIAL TO KEEP THE WATER PRESSURE AND EARTH PRESSURE REDUCED BEHIND T!-1E WALL. 5. FOLLOW ALL INSTALLATION INSTRUCTIONS PER BOTH THE BLOCK AND GEC�YNTHETIC REINFORCEMENT MANUFACTURERS. ENSURE REINFORCEMENT GRID OR TEXTILE IS ORtENTATED IN CORRECT DIRECTION. 6. WALL LAYOUT, PROPERTY BOl3NQARIES, GRADING, EXCAVATION, OVERALL SLOPE STABILRY, AND DRAINAGE IS BY OTHERS. NATERIA�S SECiMENTAL B�OGK UNITS: MARSHALL CONCREfE 8" HEIGHT GE4GRID GEOSYNTHETIC REINFORCEMENT: MIRAGRID 3X1" OR EQUIV. SOIL ON SITE: SILTY SAND (�+ = 30°) ALLOWABLE SC?IL BE�� CAPACITY: 20Q0 PSF CODES 2007 MINNESOTA STATE BUtLDING CODE w/ AMENDED 20061RC SAFETY FACTORS: SUDINC -1.5 OVERTURNtNG -1 _5 BEARING - 3.0 � �.�:. �2sig�ed BJ/: Ryan �Aadc Retaining Waii 5851 West Moa'e Lake Ro�ad Fridley, MN Better Yards � Gardens 9843 Highway 10 Elk Ri+rer, MN 5544U OO CQPYRIGHT ULTEIG ENGINEERS INC. 2011 Ciertt: i ne�br orr�y r�c � vrn, �,eaaron a�e�rt .�s wece�aey me R �rdx ey �ect aipav�iOn aM tl�at 1 am 8 dt1�r liaased Raf�i E�nae► uWerl�e Ma d fie Slale d 6inesala � �o-ri-» ��: asa�o uy�i•,�_t:u:::� .,:« �:. � t t . . � . � : � .;.,. ._ _ � - - •� szo, � � aa Suroa 309 w�. n�r�ss+x+ TN 7�+ST1r2�J�D FQ 763ST�1166 �ww.uMeyewn