CITY OF PUYALLUP PERMITTING PORTAL

Building Division

* Final approval by the Building Official is required prior to use or occupancy. * Work shall not proceed until the inspector has approved the stages of construction. * Surface storm water shall be diverted from the building site and shall not drain onto adjacent properties. * I hereby acknowledge that I have read this Permit/Application, that the information given is correct; that I am the owner or the duly authorized agent of the owner; that plans submitted herewith are in compliance with all applicable city, county and state laws and that all construction will proceed in accordance with said laws. This permit shall expire if work is not commenced with 180 days or if the work is suspended for a period of 180 days. Permits expire two years from issuance. * By leaving the contractor information section blank, I hereby certify further that contractors (general or subcontractors) will not be hired to perform any work in association with this permit. I also certify that if I do choose to hire a contractor (general or subcontractor) I will only hire those contractors that are licensed by the State of Washington. * TO SCHEDULE INSPECTIONS, CHECK PERMIT STATUS OR TO MAKE PAYMENTS ON THE CITY WEB SITE VISIT https://secure.puyallupwa.gov

Engineering Division

* PRIOR TO STARTING SITE WORK REQUEST AN INSPCETION FOR EROSION AND SEDIMENT CONTROL. INSPECTION REQUEST PHONE NUMBER IS 1-877-232-6456 AND THE INSPECTION CODE IS # 1010. ** SEDIMENT CONTROL AND EROSION PROCEDURES SHALL BE PRACTICE TO ELIMINATE AND PREVENT OFF SITE DAMAGE. STORMWATER RUNOFF ORIGINATING UPGRADE OF EXPOSED AREAS SHALL BE CONTROLLED TO REDUCE EROSION AND SEDIMENT LOSS DURING THE PERIOD OF EXPOSURE. *** ROOF DOWNSPOUTS MUST BE CONTROLLED FOR STORMWATER RUNOFF. REFER TO THE ATTACHED STANDARD DETAILS 02.05.01 & 02.05.03 FOR TYPICAL CONTROL METHODS OF INDIVIDUAL ROOF DOWNSPOUT INFILTRATION SYSTEMS. FOR ANY QUESTIONS CALL ENGINEERING AT 253-435-3650. **** THE APPROVED STORMWATER MAINTENANCE AGREEMENT MUST BE RECORDED PRIOR TO THE CITY GRANTING A CERTIFIACATE OF OCCUPANCEY. ONCE RECORDED PROVIDE THE CITY WITH THE AUDITOR FILE NUMBER (AFN) FOR VERIFICATION. * THE APPLICANT IS RESPONSIBLE TO CALL THE ENGINEERING INSPECTOR AT 253-435-3650 TO SCHEDULE A SIDE SEWER INSPECTION PRIOR TO BACKFILLING. * CURB, GUTTER, SIDEWALK AND APPROACH MUST BE POURED PER CITY STANDARDS. NO WORK SHALL BE DONE IN OR ON THE PUBLIC RIGHT OF WAY WITHOUT A LICENSED AND BONDED CONTRACTOR FIRST OBTAINING A RIGHT OF WAY PERMIT. * DRIVEWAY APPROACH MUST BE A MINIMUM OF 15' WIDE AND A MAXIMUM OF 30' WIDE. THE TOTAL WIDTH OF ALL DRIVEWAYS SHALL NOT EXCEED 50% OF THE PROPERTY FRONTAGE, PER CITY STANDARDS. * DRIVEWAY MAY NOT EXCEED A 10% GRADE AT ANY POINT OR AS DIRECTED BY THE CITY OF PUYALLUP. * SANITARY SEWER CLEAN-OUT TO BE INSTALLED AT THE PROPERTY LINE. IF LOCATED IN THE DRIVEWAY AREA, IT MUST BE PLACED IN A FRAME AND COVERED, PER CITY STANDARDS. * WATER METER BOX GRADE MAY HAVE TO BE ADJUSTED, AT OWNERS' EXPENSE, DUE TO THE GRADE OF THE PROPOSED DRIVEWAY. * DUE TO THE PROXIMITY OF THIS PROPERTY TO A SECONDARY WATER SOURCE (I.E. CLARKS CREEK, MEEKER DITCH, ETC.) THE APPLICANT SHALL INSTALL A REDUCED PRESSURE BACKFLOW ASSEMBLY PER CITY STANDARDS. * PROPERTY OWNER MUST INSTALL A PRIVATE PUMP SYSTEM PER CITY STANDARDS TO TIE INTO EXISTING FORCE MAIN. * THE BUILDER/OWNER SHALL BE RESPONSIBLE FOR KEEPING THE EXISTING RIGHT-OF-WAY FREE OF DEBRIS AND DIRT. ANY VIOLATION OF PMC CHAPTER 21.14 PERTAINING TO CLEARING, FILLING AND GRADING, EROSION AND SEDIMENT CONTROL, AND STORM WATER DISCHARGES SHALL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. * ANY ADDITION/EXPANSION TO THE FOOTPRINT OF THE BUILDING INCLUDING DECKS AND PORCHES NOT ORIGINALLY SHOWN ON THE APPROVED SET OF PLANS MUST OBTAIN PROPER PERMITS PRIOR TO CONSTRUCTION. * THE APPLICANT IS RESPONSIBLE TO CALL THE UTILITY NOTIFICATION CENTER AT 1-800-424-5555 BEFORE BEGINNING ANY EXCAVATION. CALL BEFORE YOU DIG, IT'S THE LAW. * ANY CODE REQUIREMENT THAT MAY HAVE BEEN OVERLOOKED IN THIS PLAN REVIEW DOES NOT IMPLY THAT THE REQUIREMENTS HAVE BEEN WAIVED. * A SEPARATE RIGHT OF WAY PERMIT IS REQUIRED BY A LICENSED AND BONDED CONTRACTOR TO MAKE THE SANITARY SEWER MAIN TAP. * WATER METER BOX GRADE MAY HAVE TO BE ADJUSTED, AT OWNERS' EXPENSE, DUE TO THE GRADE OF THE PROPOSED DRIVEWAY. * DUE TO THE PROXIMITY OF THIS PROPERTY TO A SECONDARY WATER SOURCE (I.E. CLARKS CREEK, MEEKER DITCH, ETC.) THE APPLICANT SHALL INSTALL A REDUCED PRESSURE BACKFLOW ASSEMBLY PER CITY STANDARDS. * PROPERTY OWNER MUST INSTALL A PRIVATE PUMP SYSTEM PER CITY STANDARDS TO TIE INTO EXISTING FORCE MAIN. * ALL NEW OR EXISTING MULTI USE AND COMMERCIAL FACILITIES ARE REQUIRED TO INSTALL, AT THE SERVICE CONNECTION AN APPROVED REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY (RPBA), PER CITY STANDARDS. THIS PROPERTY LIES WITHIN A REGULATED FLOOD ZONE. BOTH RESIDENTIAL AND NON-RESIDENTIAL MUST MEET THE FOLLOWING REQUIREMENTS IN ACCORDANCE WITH PMC 21.07: (FOR AE ZONE): NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENT OF ANY STRUCTURE WILL REQUIRE THAT THE LOWEST FLOOR, INCLUDING THE BASEMENT, SHALL BE ELEVATED TO A MINIMUM OF ONE FOOT OR MORE ABOVE THE BASE FLOOD ELEVATION. PLEASE NOTE ADDITIONAL FREEBOARD INCREASES SAFETY AND CAN REDUCE INSURANCE PREMIUMS. (FOR A0 ZONE): NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENT OF ANY STRUCTURE WILL REQUIRE THAT THE LOWEST FLOOR, INCLUDING THE BASEMENT, SHALL BE ELEVATED 1-FOOT OR MORE ABOVE THE DEPTH NUMBER ON THE FIRM (MINIMUM OF 2-FEET ABOVE THE HIGHEST NATURAL GRADE). CRAWLSPACE OPENINGS ARE REQUIRED TO ALLOW THE ENTRY AND EXIT OF FLOODWATERS. A MINIMUM OF TWO OPENINGS HAVING A TOTAL NET AREA OF NOT LESS THAN ONE SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING SHALL BE PROVIDED. THE BOTTOM OF OPENINGS SHALL BE NO HIGHER THAN 1-FOOT ABOVE GRADE. (PMC 21.07.060(2)). IF FILL IS PROPOSED ON THE LOT, THE APPLICANT SHALL PROVIDE COMPENSATORY STORAGE IN ACCORDANCE WITH THE REQUIREMENTS OF PMC 21.07.060(1)F. IF LESS THAN 1:1 COMPENSATORY STORAGE IS PROPOSED, THE APPLICANT WILL BE REQUIRED TO PROVIDE A HYDROLOGIC AND HYDRAULIC ANALYSIS TO DETERMINE ANY EFFECTS ON FLOODPLAIN STORAGE CAPACITY, INCREASED FLOOD HEIGHTS, OR INCREASED VELOCITIES. NO FILL SHALL BE PLACED UNLESS SPECIFICALLY SHOWN ON THE APPROVED SITE PLAN. AFTER SITE PLAN APPROVAL, ANY ADDITIONAL FILL SHALL BE SUBMITTED ON A REVISED SITE PLAN TO THE CITY AND SHALL PROPOSE MITIGATION IN ACCORDANCE WITH PMC 21.07.060(1)(F). STEPS SHALL BE TAKEN TO PREVENT DRAINAGE ONTO ADJACENT LOTS. NO OCCUPANCY PERMIT SHALL BE ISSUED UNTIL SUCH TIME AS A FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD ELEVATION CERTIFICATE IS COMPLETED.

Engineering Division

Effective January 1, 2013 RCW 19.122 Before conducting any construction or excavation within 100 feet of a right-of-way or utility easement containing a transmission pipeline a person must notify the pipeline companies of the scheduled excavation through the one-number locator service 811. Notification must occur in a window of not less than 2 business days but not more than 10 business days before beginning the excavation. If a transmission pipeline company is notified that excavation work will occur near a pipeline, a representative of the company must consult with the excavator on-site prior to excavation.

Building Division

REQUIRED INSPECTIONS INSPECTION INSPECTION Code Code 1010 EROSION & CONTROL 2110 FOOTING/SETBACK 9000 PLANNING FINAL BUILDING PERMIT 2115 FOUNDATION/REBAR 6205 SIDESEWER 2120 UNDERFLOOR 6405 STORM 2125 SLAB/INSULATION 6605 WATER 2210 ROOF SHEATHING 6670 FRONTAGE/DRIVEWAY 2215 SHEARWALL 9100 ENGINEERING FINAL BUILDING PERMIT 2230 ENERGY INSPECTION 9900 FINAL RESIDENTIAL 2235 FRAME 2240 COMBINATION FRAME & ROUGH IN 2925 COMMENT This is a general list, other inspections may be requried.