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7235 W. 33rd Avenue
City of Wheat Ridge E -Res. Electrical Service PERMIT - 202101521 PERMIT NO: 202101521 ISSUED: 07/14/2021 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 07/14/2022 JOB DESCRIPTION: Overhead Garage Wiring. 50 amp interior sub panel at garage. *** CONTACTS *** OWNER (520)850-7779 FINNEGAN MARISA SUB (303)659-3143 ALEJANDRO GUERRERO 021696 RAYO ELECTRIC, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11350.00 FEES Total Valuation 0.00 Use Tax 28.35 Permit Fee 57.10 ** TOTAL ** 85.45 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � � i City of Wheat Ridge �� E -Res. Electrical Service PERMIT - 202101521 PERMIT NO: 202101521 ISSUED: 07/14/2021 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 07/14/2022 JOB DESCRIPTION: Overhead Garage Wiring. 50 amp interior sub panel at garage. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/14/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Reviewed for Zoning Compliance by the k4 City of Wheat Ridge Planning Division APPROVED Tl /Ai// ed - BY: � - DATE: 'April23 2021 or COMMENTS: Approved with conditions W i ShplytiNlll' C7lVLLCFti2N1 APPROVED Bi'ViiN'i9_fd/�p1Ji CNF81tii5 i. kirkmoney 05/04/2021 Plans Esamom Date �N�7r�e.�war.M rr•ne,a+arp+r+ot#w.ie:nu�.e. ant �4iwe.aw✓.r a. +.Xe..rlh, a+a,,�o,a.t'R nree ad+e.rp..�.odk•w.upma.ejar i.a..w..e. r��'�,vw dM-«1.r.+,�or ..e�eM,a....a.f�..M.p PA'.44.~ It U. MI",*bwSa .. \` .-- T/ I� i Reviewed by the City of Wheat Ridge t —�-�-- -- - Engineering Division - r APPROVED 1- By. DFB, Development Review Engineer DATE: 03/08/2021 COMMENTS: Proposed detached garage plan shown on page 4. Approved with Comments. r i Landscaping removed or daimaged during construction must be replacc d prior to final inspection. — — i k"Jwrier /Contractor is responsible for locating property lines driveway from the existinL and constructing improvements accordin to the approved t into th sit sha1The plan and required development standards. The City is not responsible for inaccurate information su rmtted within the al. ontact ept of P blid plan set any construction errors resulting from Per inaccurate information. of me >te e pbbott I e i �I ! I I . I I I ; I - I i I pbott A,, f ec r I lP � i O T T I it Y `\�4 �Uhntf A,s,ro Gry �7, MrecUms . Fill in the blanks on pages 2 and 4 with dimensions , and materials which will be used to build the� structure. Please print legibly. 2. Indicate in the check boxes on page 4 which details from page 5 will be used. Note: Heated garages will require insulation, such as ceilings, walls, and foundation. Dimension .2,2' Locate and detail bracing 0 Garage7-if ed ❑ Gnm arageeated ` Show door and window header sizes ovation and size of landing in front of Indicate rafter or truss direction Lit 4 2( 0— Floor Dimension J? slope , 3112" minimum con rete slab ( x Ia" header J,, (-ample: (2) 2 x 72 Note: 7 If roof trusses or rafters bear on header, special header design I lay be required rc) c- Double 2x4 or 2x6 t immers each end of overhead or header Garage door opening A Garage door opening width / G ' * If less than 4' see Braced wall Panel Detail on Dimension* v page 5 to corn* with section 8602.10.6.2 (IRC) Dimension* � (minimum width 16" with wall 10' high) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under City of the 2018 International Residential Code. It is notWh. intended s `1 to cover all circumstances. Check with your ©apartment of Building Safety for additional requirements. MLJNtTY DEVFL{ PlvIEN I %'!Og 21 A . oc ;,bbott A, sso CAA Note. For roofs with slopes less than 4:12, follow manufacturer's instructions for low slope application of roofing material. C) truss or 2x E `rafters spaced,2" Q.C. (example. Put checkmark in box -or -2 x 10 Rafters Spaced 24° MinimuniiU jLridge board (example: i x 12) Provide roof tie downs Solid 2x blocking between rafters that are 2x12 or greater Sheathing i//L �=<2 (example. W exteriorplywood) Note. Pre-engineered roof trusses w/truss clips may be used in lieu of roof structure shown. Diagonal wind bracing or braced wall panels @ corners and each 20' of wall. Max.10'♦ ;wail height r � i Concrete Encased Ground required for new service O Foundation Detail A 0 Foundation Detail B (seepage 5) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2018 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Roof Underlayment ZS 41' (example: i 19)er#15 felt) Ceiling Insulation (if heated - example: R-38) Z� x Co ceiling joists @ Z,� °O.C. (example:2x8 @ 24' 0 C) Double 2x /d "top plate ,^"" (example: 2 x 6) Spam! � eA (example: 23'51 Ceiling height r°© (example -189 Sidingtir,-c ,e6a1r (example: lap or T-111) Wall sheathing?� (example: r/2'adetlorplywood) _J +`` `t!'• 2x 1# Or stubs @ LL; Q.V. (example: 2 x 6 @ 24° D.G.) Cont. 2x Yr" sill plate ; (exarrpe., 2x edecay resistant) Wall Insulation �'•,� .' (H heated - example: R-20 Fiberglass Batts) Foundation Insulation _J (If heated - example: R-10) Footing size x (example: Fx —1,r) V City of COMMUNITY DEVELOPM .!jg ENT 4ek i 141 R, \eS Abbott Asso . cid CAAA r Extent of header with double portal frame (two braced wait panels) Extent of header with single portal frame (one braced wall panel) — Tension strap per tableFasten King stud to R602.10.6.4 (on opposite side header with 616D - --- --- 2'-18' Finished width of opening — ----- - -- of sheathing sinkers for single or double portal ......... pony wall height ...... ... 1.7 Min. 3" x 11.25" Net Meader ` Fasten top pla ' to header with ..... two rows of 1f sinker nails at 1,000 Ib. strap opposite sheathi ` frame �n tauation O.C. Typ. v i Fasten plate to header with two rows of 16D sinker o, nails at 3" O.C. typ. For a panel splice r Fasten sheathing to header with 81) common or (if needed) anel ro alvanized box nails in 3" grid pattem as shown and edges shall �e 0 3" O.C. in all framing (studs, blocking, and sills} typ, blocked, and occur within 24" of mid - CL Min length of panel per table R602.10.5 height. One row of E tvp. sheathing -to - Min. double 2x4 framing Min. double 20 post framing nailing is required. if 318" min. thickness wood structural panel sheathing bb2x4 ckingg is used, with 8D common or galvanized box nails at 8"o.c. in all the 2x 's must be framing( studs, blocking, and sills) Typ nailed together with 316D sinkers Min.(2)3,500 ib, tie -down device (embedded into concrete and nailed into framing in. 1,000 ib. tie down device -� Min t1) 5/8" diameter anchor bolts installed per section R4 .1 °6 -with 2"x2" x3116" plate washer Minreinforcing of foundation, one #4 bar top and bottom . Lap i , ,bars 1S' min. Min. 318" wood This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under City of the 2018 international ces. Check Code. it u not intended heat to cover all circumstances. Check with your Department el of Building Safety for additional requirements.CU /vttl2�lt"ti! DEVELOP ENS 5 1/2" x 10" steel anchor bolts 6'-0"- 11e x 10" steel anchor bolts 6'-0" O.G Max. 10' O.C. max., 7 min. penetration Lap sfding aver } max., T' min. penetration max. IT wall height max. 12" from corner and IT' foundation a t minimum of 1" from corner and 12" from each and of plate (min. 2 bolts per plate). from each end of plate (min. 2 + bolts per plate).= Bottom plata shelf be min. 8" Bottom plate shall be treated above grade, or be treated Lap siding over - _ foundation t or be separated from concrete 6" min, { ` wood or decay resistive wood a minimum of 1". by an impervious moisture barrier and be 8" above grade. Finished rade 1 . � � + " Minimum A' 3 -r--: -- ° g t n concrete stab (. 1 6,� 3 /2" Minimum Concrete Slab i , Fiberboard expansion joint Finished i grade ? 36" rriin. or `- Provide #4 rebar vert. 0 4'-tT" 18" . = #4 rebar min. belowfrost depth Note: Ghed< O.C. insert Taber into concrete footing or key way Note: Check with local 3" cont. top & I_ bottom with 18" laps with local i building #4 rebar min. continuous top building department for g P 12' '{ department for swelling sells. of stemwall & at footing with 18" laps swelling soils. Caissons Caissons may may be required. be requited. 3" Extent of header with double portal frame (two braced wait panels) Extent of header with single portal frame (one braced wall panel) — Tension strap per tableFasten King stud to R602.10.6.4 (on opposite side header with 616D - --- --- 2'-18' Finished width of opening — ----- - -- of sheathing sinkers for single or double portal ......... pony wall height ...... ... 1.7 Min. 3" x 11.25" Net Meader ` Fasten top pla ' to header with ..... two rows of 1f sinker nails at 1,000 Ib. strap opposite sheathi ` frame �n tauation O.C. Typ. v i Fasten plate to header with two rows of 16D sinker o, nails at 3" O.C. typ. For a panel splice r Fasten sheathing to header with 81) common or (if needed) anel ro alvanized box nails in 3" grid pattem as shown and edges shall �e 0 3" O.C. in all framing (studs, blocking, and sills} typ, blocked, and occur within 24" of mid - CL Min length of panel per table R602.10.5 height. One row of E tvp. sheathing -to - Min. double 2x4 framing Min. double 20 post framing nailing is required. if 318" min. thickness wood structural panel sheathing bb2x4 ckingg is used, with 8D common or galvanized box nails at 8"o.c. in all the 2x 's must be framing( studs, blocking, and sills) Typ nailed together with 316D sinkers Min.(2)3,500 ib, tie -down device (embedded into concrete and nailed into framing in. 1,000 ib. tie down device -� Min t1) 5/8" diameter anchor bolts installed per section R4 .1 °6 -with 2"x2" x3116" plate washer Minreinforcing of foundation, one #4 bar top and bottom . Lap i , ,bars 1S' min. Min. 318" wood This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under City of the 2018 international ces. Check Code. it u not intended heat to cover all circumstances. Check with your Department el of Building Safety for additional requirements.CU /vttl2�lt"ti! DEVELOP ENS 5 Rev. 09/2017 RESIDENTIAL Building Permit- Plan Review Worksheet Address: 7235 W 33rd Ave Zoning: Lot Size: 9,781 (Assessor) sq. ft. Lot Width: 78 (Assessor) ft. Property in the flood plain? No If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: 33RD AND VANCE Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: Existing Improvements (footprints): House: 1,225 sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing 1,225 sq. ft Lot Coverage 12.5 % % 3,912.4 sq. ft. Proposed Improvements (footprints): House/addition: 1,225 sq. ft. Shed: sq. ft Detached Garage: 484 sq. ft. Other: sq. ft. Proposed+Existing 1,709 sq. ft Lot Coverage 17.5 % Required Setbacks: FR 25' S 25' S 5' R 10' Provided Setbacks: FR 102' S551 S 5.5' R 107235.5' For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: 15 ft. Proposed Height: 12'(mldpolnt)fI. Maximum Size: 1000 sq. ft. Proposed Size: 484 sq. ft. Does the bulk plane apply? (Y/N) No If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 -applies to all single-family structures (new, addition, accessory) in R-1 C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? No If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = °% increase If any box above is checked... For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ® For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. IN In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway / 70 = (round up for required trees) Street trees required: Street trees provided: ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. 10 9119/19 . Fill in the blanks on pages 2 and 4 with dimensions 7,;i 35 and materials which will be used to build the structure. Please print legibly. Reviewed by the City of Wheat Ridge 2. Indicate in the check boxes on page 4 which details from page S will be used. Engineering Division Note: Heated garages will require insulation, such as ceilings, waits, and foundation. APPROVED Dimension .2;1' Locate and detail bracing r vj ❑ Garage is heated ❑ Garage is not heated 3 Show door and window header sizes location and size of landing in front of 3112" minimum cot ( } x la" header B4 J, (example: (2) 2 X 12 Note: If roof trusses or rafter , special header design c Double 2x4 or 2x6 end of overhead Garage door c Indicate rafter or truss direction ❑ # �w- Floor slope slab bear on header, my be required lers each header Garage door opening width /,- If G If less than 4' see Braced wall Panel Detail on Dimension* page 5 to comply with section 8602.10.6.2 (IRC) (minimum width 16" with wall 1 a' high) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2018 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. By. DFB, Development Review Engineer DATE: 03/08/2021 COMMENTS: Proposed detached garage plan shown on page 4. Approved with Comments. Dimension A Dimension* s 9/19119 Note: For roofs with slopes less than 4:12, follow manufacturer's instructions for low slope application of roofing material. ❑ Truss or 2x c? grafters spaced" O.C. (example: Put checkmark in box -or- 2x 10 Rafters Spaced 24" Minimum:t t o' ridire board Provide roof tie downs Solid 2x blocking between rafters that are 2x12 or greater Sheathin 6 _ t�t (example: 112" exterior plywood) Note: Pre-engineered roof trusses w/truss clips may be used in lieu of roof structure shown. Diagonal wind bracing or braced wall panels @ corners and each 20' of wall. Max.10' *.wall height Roof A Concrete Encased Ground required for new service B ❑ Foundation Detail A a Foundation Detail B (see page 5) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2018 international Residential Code. it is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Underlayment ZS (example: 1 layer#15 felt) 12 pitch Ceiling Insulation (if heated - example: R-38) Z Co "ceiling joists C Z, "4.C. I (example: 2x8@24- C) Double 2x /0 "top plate Span. a Z a (example: 23' 5) Ceiling height Z (axample: 8� Sidine aga,- (example: lap or T-711) Wall sheathing ?"%°�� (example: 112'exterlor plywood) 2x 4 t9 studs @ �' O.C. (example: 2 x 6 @ 24" O.C.) Cont. 2x I-"' sill plate =� 4ew (example; 2x 6decev resistant} • Wall Insulation �• (if heated - example: R-20 Fiberglass Batts) Foundation Insulation ` (it heated - example; R-10) Footing size x (example: 8"x 16 ) 141 9/19/19 Max. 10' wall height Lap siding over -. foundation a ti minimum of 1 11 1(2" x 10" steel anchor bolts 6-0" O.C. max., T' min. penetration max. 12" from corner and 12" from each end of plate (min. 2 bolts per plate). Bottom plate shall be treated or be separated from concrete by an impervious moisture barrier and be 8" above grade. Lap siding over foundation a minimum of 1" Finished grade 6" min. Ile x 10" steel anchor bolts 6'-0" OX max., T' min. penetration max. 10 from corner and 12" from each and of plate (min. 2 bolts per plate). Bottom plate shall be min. 8" above grade, or be treated wood or decay resistive wood 3111' Minimum concrete slab -r--r--- 3 t/2" Minimum 6" Concrete Slab j fFiberboard expansion joint ;' i ' Fasten toplat( 1 Finished to header with grade r 36" min. or E `- Provide #4 rebar vert. 4'-0" 18" • • 3" #4 rebar min. Typical rameeportal n trruction beiowfrost depth O.C. insert rebar into concrete footing or key way Note: Check with local �12"soils.sweihng cont. top & bottom with 18" Zaps with local building fi J :. i #4 rebar min. continuous to of building department for s ai department for ! P � stemwall & at footing with 191 laps '. swelling soils. Caissons Caissons may y3" tt : may be required. (if needed), anel be required. CEOw 0 Extent of header with double portal frame (two braced wall panels) Extent of header with single portal frame (one braced wall panel) -- ; Tension strap per table Fasten King stud to R602.10.6.4 (on opposite side header with 616D 2' -18' Finished width of opening — — of sheathing sinkers for single or double portal i This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2018 international Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Min. 3" x 11.25" Net Meader } ' ' ' Fasten toplat( to header with two rows of 161 1,000 Ib. strap opposite sheathin Typical rameeportal n trruction sinker nails at 3 o.c. Typ. I Fasten plate to header with two rows of 16D sinker s ai nails at 3" O.C. typ. For a panel splice Fasten sheathing to header with 8D common or (if needed), anel CEOw 0 i aivanized box nails in 3" grid pattern as shown and 31'0.C. in all framing (studs, blocking, and sills) typ. edges shape blocked, and occur o E c -- -_ ___Min length of panel per table R602.10.5 within 24" of mid- height. One row of p. sheathing -to • Mm. 318" woad Min. double 2x4 framing Min, double 2x4 post ming nailing is required. If 2x4 structural pane sheathing 3/8" min. thickness wood structural panel sheathing 8D box V in blocking is used, the 2x 's must be with common or galvanized nails at o.c. all framing( studs, blocking, and sills) Typ nailed together with 3 16 sinkers Min.(2) 3,500 ib. fie -down device (embedded into concrete and nailed into framing in. 1,000 ib. t!e ' down device _ Min (1) 5/8" diameter anchor bolts installed per section R4033.1.6 -with 2"x2" x3/16" plate washer Min. reinforcing of foundation, one #4 bar top and bottom . lap L ; bars 15" min. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2018 international Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. I i i �72- The first 25' feet of the proposed driveway to Teller Street shall be hard surface (concrete, asphalt, or brick paver's) per City Code. Distance is measured from existing asphalt. DFB, 03/08/21 j i t I ' — = x -- - - gx cs -r,&16— )8i21 °a i Engineering recommends leaving the existing sidewalk as -is. If the -- existing - improvements are disturbed or the applicant wishes - --� - to reconstruct a driveway, the driveway shall be _I a ADA -compliant driveway per CDOT M-6089-1 - - —� standards. DFB, 03/08/21 i I From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) Date: Thursday, March 4, 20213:25:28 PM Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 7235 w 33rd ave Property Owner Name Danny & Marisa Finnegan Property Owner Phone 520-850-7779 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email dffinnegan@gmail.com Address Attach City of Wheat DETACHED GARAGE CC PAYMENT.Ddf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business CUSTOM GARAGE COMPANY Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) 202139 1918BII:iME, 1919191 Contact Email Address tommy@customgarageco.com for Questions/Comments Retype Contractor tommy@customgarageco.com Email Address 0]:K16]CII91 ffl0N]&TOLD]S:/ Detailed Scope of NEW DETACHED GARAGE Work - Example: Detached Garage with Electrical; Unconditioned shed Square Footage of 484 Accessory Structure Engineering Letters Field not completed. and Other Letter Size Attachments Construction Plans DETACHED GARAGE PERMIT APPLICATION (2).Ddf scanned on 11'x17" or larger Project Value (contract 10000.00 Valuation adjusted $18,150.00 KM value or cost of ALL 5/4/21 materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for THOMAS HART Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Permit may be ISSUED subject to the following: 1. Roof runoff shall be directed to the street to minimize negative impacts to adjacent property. 2. The first 25' feet of the proposed driveway to Teller Street shall be hard surface (concrete, asphalt, or brick paver's) per City Code. Distance is measured from existing asphalt. 3. Engineering recommends leaving the existing sidewalk as -is. If the existing improvements are disturbed or the applicant wishes to reconstruct a driveway, the driveway shall be a ADA - compliant driveway per CDOT M-6089-1 standards. 4. If work is proposed within the public ROW, then A ROW Construction Permit from the Dept. of Public Works (303.205.7615) shall be required. Dave Brossman, Development Review Engineer, 03/08/2021 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: 03/08/2021 Location of Construction: 7235 W. 33rd Avenue Purpose of Construction: New detached garage Single Family JF71� Commercial El Multi -Family EL Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multii-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 100.00 $ 50.00 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/slormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Pennit issuance): $150.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 Lost 4%z" P/a' FC �ii 1%i' r 2' e AC e•D 1 D• D• A �. •D e e 1 CURB AND GUTTER TYPE 2 CURB AND GUTTER TYPE 2 W VNUMLE (SEE PLANS) (SECTION IB) (SECTION IIB) L�W:.MAX. W/2 (6 IN. BARRIER - 1 FT. GUTTER) (6 IN. BARRIER - 2 FT. GUTTER) SLOPE 1"/FT.MAN. SLOPE l"/FT. MAX. 6" A F •� 02 IN. DEPTH WHEN USED M A CROMPAN IN AN INTERSECTION r " 6" I' r4" 6° GUTTER TYPE 2 •AC ° 0� C e. o IO� 1' D 1J D D 1 D• D A —{f• 1 D• D• D D•A 61• GENERAL NOTES 1. ON ROADWAY CURVES WITH A RADIUS OF 1,900 FT. OR LESS, CURBS AND GUTTERS ME TO BE PLACED ON THE MC OF THE CURVE, UNLESS OTHERWISE NOTED ON THE PLMS.A MAXIMUM CHORD LENGTH OF 10 FT. MAY BE USED WHEN THE CURVE RADIUS IS GREATER THAN 1,900 FT. 2. CONCRETE SHALL BE CLASS B. 3. PROFILE GRADE OF CURBS AND GUTTERS SHALL BE LOCATED AT THE FLOW LIFE. 4. CURB TYPE 4 U(EY-WAY)MAY BE USED IN LIEU OF CURB AND GUTTER TYPE 2 (SECTIONS IS AND IM)UNLESS OTHERWISE SPECIFIED ON TIE PLANS. 5. GUTTER CROSS SLOPES MAY BE ADJUSTED TO FACILITATE DRAINAGE FOR PROFILE GRADES AN SHOWN ON THE PLANS. 6. THICKNESS OF CURB AND GUTTER SECTION SHALL MATCH CONCRETE PAVEMENT THICKNESS IF SHOWN ON THE PLANS. CURB AND GUTTER SHALL BE CLASS P CONCRETE IF PLACED MONOLITHICALLY WITH CONCRETE PAVEMENT. 7. INCREASE SIDEWALK THICKNESS TO 6 IN. AT LOCATIONS SHOWN ON TIE PLANS. B. MINIMUM SIDEWALK WIDTH IS 4 FT. EXPANSION JOINTS SHA11 BE INSTALLED WHEN ABUTTING EXISTING CONCRETE OR FIXED STRUCTURE. EXPANSION JOINT MATERIAL SHALL BE 1/2 IN. THICK AND SHALL EXTEND THE FULL DEPTH OF CONTACT SURFACE. OGUTTER CROSS SLOPES SHALL BE %s IN./FT. WHEN DRAINING AWAY FROM CURB AND 1 IN./FT. WHEN DRAINING TOWARD CUM (WITH EXCEPTION TO IMMEDIATELY ADJACENT TO CURB RAMPS -SEE STANDARD PLAN M-608-1 FOR SLOPE REQUIREMENTS). WHEN TIE BMS ME REWIRED, THE GUTTER THICKNESS SHALL BE INCREASED TO THE PAVEMENT THICKNESS (T). BMS SHALL BE EPDXY-COATED 14 CONFORMING TO AMHTO M 284 AND SPACED AT 3 FT. INTERVALS. THEY SHALL BE INSERTED T/2 AND 1#2 LENGTH INTO THE GUTTER. CURB AND GUTTER TYPE 2 CURB AND GUTTER TYPE 2 6'-7" (SECTION IM) (SECTION IIM) 3" LEGEND (6 IN. MOUNTABLE - 1 FT. GUTTER) (6 IN. MOUNTABLE - 2 FT. GUTTER) � O 2%MAXD.MM SLOPE i TJ 1 — FOR RADII 6 /I TO TO/a" B =1" • SIDEWALK C=I— P'_S' J 3.41/ D =1Y21' TO 211 6%' SEE PLANS FOR WIDTH (41 MIN.) ♦SEE GEN. NOTES f 21 MAXIMUM SLOPE q.. PLANS FOR A A TOMED JOINT IS REQUIRED WHETHER SEE P CURB L GUTTER THE CURB AND SIDEWALK ARE POURED TYPE SEPARATELY OR MONOLITHICALLY. CONCRETE SIDEWALK /;, PREFORMED JOINT MATERIAL e NOTES: 1. EXPANSION JOINTS SHALL BE PLACED IN THE SIDEWALK AT INTERVALS OF NOT MORE THAN 500 FT. 2. EXPANSION JOINTS MAY BE SEALED WHEN SPECIFIED ON THE PLANS. SIDEWALK EXPANSION JOINT CURB AND GUTTER TYPE 2 (SECTION MS) (4 IN. MOUNTABLE WITH SIDEWALK) I[er rile Lmormou aneex nevlshons Colorado Department of Transportation 7/31/19 Date: i Comments 2829 West Howard Place JBK ® COOT H0, 3rd Floor Date: 07/31/19 , Denver, 80204 TA ® Phone: 300 3-757-9021 FAX: 303-757-9888 a V8 Scab: Not to Scale Units: Enclish CEK) I Project Development Branch JBK y W/2 GUTTER FL W/2 LPAN LINE GRADE TO BE BUILT WHEN— GUTTER (TYPE 2) IS NOT REWIRED THIS AREA SHALL BE MUM MONOLITHICALLY WITH CURB AND GUTTER AND PAID FOR AS "CONCRETE PAVEMENT'. ■ FLOW LINE LOCATION WILL BE ESTABLISHED BY W/2 SHOWN ON PLANS. CONSTRUCTION OF CONCRETE GUTTERS AT INTERSECTION CURB, GUTTERS, STANDARD PLAN NO - - --- - -- -. M-609-1 Issued by the Project Development Branch: July 31, 2019 1 Project Sheet Number: ROADWAY PAVFMENT� CURB TYPE 2 (SECTION B) 6 IN. BARRIER 6"_r6"1 CURB TYPE 2 (SECTION M) 6 IN. MOUNTABLE J_ 4%z" t Y4" DIA D l2" - rnmxcni fi" Yf' DIA x 12" DEFORMED BPRS DEFORMED BMS D.' 1%" DIA HOLES g. PRESENT CONCRETE g" I�/s" DIA HOLES (6 FT.SPACING) D 1 . PAVEMENT 1 (6 FT. SPACING) K" DIAD 12" DEFORMED REINFORCING BMS AT 6 FT. SPACING SHALL BE GROUTED IN l'/4" DIA HOLES IN EKISTING CONCRETE. GROUT SHALL CONSIST OF 2 PMTS CLEM SMD AND I PMT CEMENT. COST OF INSTALLATION SHALL BE INCLUDED IN THE PRICE BID FOR CURB. CURB TYPE 4 CURB TYPE 4 (SECTION B) (SECTION M) 6 IN. BARRIER 6 IN. MOUNTABLE -11 FL e C B e D, e, e 4%f" t %" CONCRETE PAVEMENT (SECTION B) (SECTION M) CURB TYPE 4 (KEY -WAY)* 4/?� p.RB y ROADWAY �' FILL SLRPE CONCRETE PAVBOT AT SHOULDER CONCRETE PAVEMENT AT SHOULDER CURB TYPE 6 (SECTION M) 4 IN. MOUNTABLE NOTE: BITUMINOUS OR CONCRETE* UNLESS OTHWISE SPECIFIED ON THE PLANS. A Ey-WAY MAY BE OMITTED WHEN PLACED UNGER GUMORAIL. CONCRETE CLASS B SHALL CONTAIN 1.5 POUNDS PER CUBIC YARD OF APPROVED POLYPROPYLENE FIBERS AND MAY HAVE A NOMINAL AGGREGATE SIZE OF % IN. / P / 6' TRMSIiION WHEN THEM IS NO 4 FT. MIN. DRIVEWAY CC SIDEWALK AT BACK OF CUM OR WHEN TRANSITDIN (SEE PLANS) POURED JOINT /e" TO /4 / SIDEWALK IS SET BACK FROM CURB CURB GUTTER v n / CURB FORT E D WIDTH OF PM LINE CURB TRANSITION WING MATE IUAL —E / TRANSITION DRIAVEWAY, SEE PLp1�5 GRA FLOWLIIE CURB�SLU�.T SEE GEN/.1/U/�a,�` 19a M� A A Y NOTE ION DFL DD' DA-d '� f o,'e• g° FEET 6' Y e e 1 4 FEW DRIVEWAY NOTE: RECOMMENEI JOINT SPACING IS EVERY B FOOT \ / CURB TRANSITIONS, DRIVEWAY AND WING SHALL BE IN= WING / FLOWLINE WRB ACROSS MEASURED AND PAID FOR M FOR DRIVEWAYS ALONG THE TWIDER THAN H AND T120FEET,IJOIMS "!y (TYP) / DRIVEWAY AND GUTTER CONCRETE PAVEMENT ME REQUIRED. IN THE CURB CUT SHALL BE MEASURED AND PMD a/T 4k' FOR AS "CURB AND GUTTER-- TO UTTER"TO BE POURED MONOLITHICALLY TRANSVERSE CONTRACTION JOINT CURB CUT FOR DRIVEWAYS SECTION A -A FOR CONCRETE PAVEMENT (DRIVEWAYS) (WITHOUT ATTACHED SIDEWALK) CONCRETE PAVEMENT (DRIVEWAYS) Computer File Information Sheet Revisions Colorado Department of Transportation CURB GUTTERS STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 Wast Howard Place 9 9 Designer Initial.: JBK CDOT HQ, 3rd Floor M-609-1 Lost Modification Date: 07/31/19 ®®' Denver,303-757-9021 FCO 80204 AX: 303-757-9868 AND SIDEWALKS Standard Sheet No. 2 of 4 Detailer Initials: LTA Phon: CAD Ver.: M6cr.Station V8 Scab: Not to Scale Wt.; Engfleh N= Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: B A D 7 D e e CURB TYPE 2 (SECTION M) 6 IN. MOUNTABLE J_ 4%z" t Y4" DIA D l2" - rnmxcni fi" Yf' DIA x 12" DEFORMED BPRS DEFORMED BMS D.' 1%" DIA HOLES g. PRESENT CONCRETE g" I�/s" DIA HOLES (6 FT.SPACING) D 1 . PAVEMENT 1 (6 FT. SPACING) K" DIAD 12" DEFORMED REINFORCING BMS AT 6 FT. SPACING SHALL BE GROUTED IN l'/4" DIA HOLES IN EKISTING CONCRETE. GROUT SHALL CONSIST OF 2 PMTS CLEM SMD AND I PMT CEMENT. COST OF INSTALLATION SHALL BE INCLUDED IN THE PRICE BID FOR CURB. CURB TYPE 4 CURB TYPE 4 (SECTION B) (SECTION M) 6 IN. BARRIER 6 IN. MOUNTABLE -11 FL e C B e D, e, e 4%f" t %" CONCRETE PAVEMENT (SECTION B) (SECTION M) CURB TYPE 4 (KEY -WAY)* 4/?� p.RB y ROADWAY �' FILL SLRPE CONCRETE PAVBOT AT SHOULDER CONCRETE PAVEMENT AT SHOULDER CURB TYPE 6 (SECTION M) 4 IN. MOUNTABLE NOTE: BITUMINOUS OR CONCRETE* UNLESS OTHWISE SPECIFIED ON THE PLANS. A Ey-WAY MAY BE OMITTED WHEN PLACED UNGER GUMORAIL. CONCRETE CLASS B SHALL CONTAIN 1.5 POUNDS PER CUBIC YARD OF APPROVED POLYPROPYLENE FIBERS AND MAY HAVE A NOMINAL AGGREGATE SIZE OF % IN. / P / 6' TRMSIiION WHEN THEM IS NO 4 FT. MIN. DRIVEWAY CC SIDEWALK AT BACK OF CUM OR WHEN TRANSITDIN (SEE PLANS) POURED JOINT /e" TO /4 / SIDEWALK IS SET BACK FROM CURB CURB GUTTER v n / CURB FORT E D WIDTH OF PM LINE CURB TRANSITION WING MATE IUAL —E / TRANSITION DRIAVEWAY, SEE PLp1�5 GRA FLOWLIIE CURB�SLU�.T SEE GEN/.1/U/�a,�` 19a M� A A Y NOTE ION DFL DD' DA-d '� f o,'e• g° FEET 6' Y e e 1 4 FEW DRIVEWAY NOTE: RECOMMENEI JOINT SPACING IS EVERY B FOOT \ / CURB TRANSITIONS, DRIVEWAY AND WING SHALL BE IN= WING / FLOWLINE WRB ACROSS MEASURED AND PAID FOR M FOR DRIVEWAYS ALONG THE TWIDER THAN H AND T120FEET,IJOIMS "!y (TYP) / DRIVEWAY AND GUTTER CONCRETE PAVEMENT ME REQUIRED. IN THE CURB CUT SHALL BE MEASURED AND PMD a/T 4k' FOR AS "CURB AND GUTTER-- TO UTTER"TO BE POURED MONOLITHICALLY TRANSVERSE CONTRACTION JOINT CURB CUT FOR DRIVEWAYS SECTION A -A FOR CONCRETE PAVEMENT (DRIVEWAYS) (WITHOUT ATTACHED SIDEWALK) CONCRETE PAVEMENT (DRIVEWAYS) Computer File Information Sheet Revisions Colorado Department of Transportation CURB GUTTERS STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 Wast Howard Place 9 9 Designer Initial.: JBK CDOT HQ, 3rd Floor M-609-1 Lost Modification Date: 07/31/19 ®®' Denver,303-757-9021 FCO 80204 AX: 303-757-9868 AND SIDEWALKS Standard Sheet No. 2 of 4 Detailer Initials: LTA Phon: CAD Ver.: M6cr.Station V8 Scab: Not to Scale Wt.; Engfleh N= Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: SIDEWALK SHOWN ON CONCRET SIDEWAL AA L CONCRETE DRIVEWAY ENTRANCE TYPE 1 CONCRETE PAVEMENT PAY AREA 6' DRIVEWAY WIDTH SHOWN ON PLANS CONCRETE I L CONCRETE SIDEWALK PAVEMENT SECTION A -A DRIVEWAY (BY OTHERS) / CONCRETE SIDEWALK 41 1 8 2X � r6 r6„ � CURB M GUTTER DRIVEWAY (BY OTHERS) SECTION B -B ;A?CUR! CONCRETE CURBWGUTTER DR1rAY ENTRANCE SIDE SLOPE (TYPGUTTER TYPE IISOMETRIC VIEW DRIVEWAY (BY OTHERS) / CONCRETE PEDESTRIAN CURB (TYP.) CONCRETE SIDEWALK AA C J L ,SHOWN fi' DRIVEWAY WIDTH SHOWN ON PLANS fi WOTHDRIVEWAY 'LMNS 6' D 6, CONCRETE PEDESTRIAN (WHEN SPECIFIED B SLOPE VARIES ENTRANCE 21 21 12:1 SIDEWALK 2% 2% I2J 2% 2X P.) 4 � 2X Zl� 2% 2X 12:12X 12lea DRIVEWAY ONCRETE CURB D' TATER (TYPO B D' VD GUTTER CONCRETE DRIVEWAY ENTRANCE TYPE 1 CONCRETE PAVEMENT PAY AREA 6' DRIVEWAY WIDTH SHOWN ON PLANS CONCRETE I L CONCRETE SIDEWALK PAVEMENT SECTION A -A DRIVEWAY (BY OTHERS) / CONCRETE SIDEWALK 41 1 8 2X � r6 r6„ � CURB M GUTTER DRIVEWAY (BY OTHERS) SECTION B -B ;A?CUR! CONCRETE CURBWGUTTER DR1rAY ENTRANCE SIDE SLOPE (TYPGUTTER TYPE IISOMETRIC VIEW DRIVEWAY (BY OTHERS) / CONCRETE PEDESTRIAN CURB (TYP.) CONCRETE SIDEWALK AA C J L — u AND CUTTER CONCRETE DRIVEWAY ENTRANCE TYPE 2 (TYP.) IN PLANS) CRETE SIDEWALK C 6' DRIVEWAY WIDTH 6' TRANSITION SHGWN OU PLANS TRANSITION CONCRETE PEDESTRIAN 8" y. 4 4" CURB (TYP.) 8" 6„ CONCRETE CONCRETE SIDEWALK SECTION C -C PAVEMENT DRIVEWAY TRANSITION SIDEWALK WIDTH SHOWN ON PLANS SHOWN ON PLANS�_�III CUM & GUTTER VARIES of 2% 3 DRIVEWAY (BY OTHERS) SECTION D -D CONCRETE CURB 6 GUTTER RAMP WITH 12RIV SLOPE (TYP.) TYPE 2 ISOMETRIC VIEW NOTES 1. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES, AND 0 HER OBSTRUCTIONS SHOULD NOT BE PLACED IN FRONT OF THE DRIVEWAY RAMP ACCESS AREAS. 2. FOR THE CURB AND GUTTER SHOWN, SEE PLANS FOR CURB TYPE. 3. RAMP SLOPES SWLL BE 11-1 OR FLATTER. C CONSTRUCTION OF THE CONCRETE PEDESTRIAN CURB SHAT BE INCLUDED IN THE BID PRICE OF THE CONCRETE PAVEMENT. Computer File information Sheet Revisions I Colorado Department of Transportation CURB GUTTERS STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 Wast Howard Place 9 9 Designer Initials: JBK CDOT H0, 3rd Floor M-609-1 Lost Modification Date: 07/31/19 /"�40 ®®' phoner,CO 80204 303-757-9021 FAX: 303-757-9888 AND SIDEWALKS Standazd Sheet No. 3 of 4 Detailer Initials: LTA CAD Ver.: M6croStation V8 Scab: Not to Scale Utits: EnIlsh Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: ,SHOWN DRIVEWAY WIDTH ON PLANS 6' D 6, CONCRETE PEDESTRIAN (WHEN SPECIFIED CURE COI SLOPE VARIES 21 21 12:1 SIDEWALK WIDTH SHOWN ON PLANS 2% 2% I2J 2% — u AND CUTTER CONCRETE DRIVEWAY ENTRANCE TYPE 2 (TYP.) IN PLANS) CRETE SIDEWALK C 6' DRIVEWAY WIDTH 6' TRANSITION SHGWN OU PLANS TRANSITION CONCRETE PEDESTRIAN 8" y. 4 4" CURB (TYP.) 8" 6„ CONCRETE CONCRETE SIDEWALK SECTION C -C PAVEMENT DRIVEWAY TRANSITION SIDEWALK WIDTH SHOWN ON PLANS SHOWN ON PLANS�_�III CUM & GUTTER VARIES of 2% 3 DRIVEWAY (BY OTHERS) SECTION D -D CONCRETE CURB 6 GUTTER RAMP WITH 12RIV SLOPE (TYP.) TYPE 2 ISOMETRIC VIEW NOTES 1. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES, AND 0 HER OBSTRUCTIONS SHOULD NOT BE PLACED IN FRONT OF THE DRIVEWAY RAMP ACCESS AREAS. 2. FOR THE CURB AND GUTTER SHOWN, SEE PLANS FOR CURB TYPE. 3. RAMP SLOPES SWLL BE 11-1 OR FLATTER. C CONSTRUCTION OF THE CONCRETE PEDESTRIAN CURB SHAT BE INCLUDED IN THE BID PRICE OF THE CONCRETE PAVEMENT. Computer File information Sheet Revisions I Colorado Department of Transportation CURB GUTTERS STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 Wast Howard Place 9 9 Designer Initials: JBK CDOT H0, 3rd Floor M-609-1 Lost Modification Date: 07/31/19 /"�40 ®®' phoner,CO 80204 303-757-9021 FAX: 303-757-9888 AND SIDEWALKS Standazd Sheet No. 3 of 4 Detailer Initials: LTA CAD Ver.: M6croStation V8 Scab: Not to Scale Utits: EnIlsh Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: , O AND GUTTER CONCRETE DRIVEWAY ENTRANCE TYPE 3 6' DRIVEWAY WIDTH fi TRANSITION SHOWN ON PLANS TRANSITION 4" 6" 4" @' fill CONCRETE CONCRETE SIDEWALK SECTION A -A PAVEMENT DRIVEWAY TRARSITIDN SIDEWALK WIDTH SHOWN ON PLANS SHOWN ON PLANS VARIES 2X 4 CURB & GUTTER DRIVEWAY (BY OTHERS) SECTION B -B DRIVEWAY (BY orlms) / CONCRETE I CURBUM & GUTTER (TW.) RAMP WITH 12RIV SLOPE (TYP.) SIDDEEWALK , �� //Y/ ` CURB & GUTTER TYPE 3 ISOMETRIC VIEW Computer File Information Sheet Revisions I Colorado Department of Transportation CURB GUTTERS STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 Wast Howard Place 9 9 Designer Initial.: JBK CDOT H0, 3rd Floor M-609-1 CO 80204 Lost Modification Date: 07/31/19 /"�40 ®®' phoner�303-757-9021 FAX: 303-757-9888 AND SIDEWALKS Standard Sheet No. 4 of 4 Detailer Initials: LTA CAD Ver.: Msr.Station V8 Scab: Not to Scale Who Encieh Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: NOTES 6' DRIVEWAY WIDTH SHOWN ON PLM1S 6' B 1. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES, AND OTHER OBSTRUCTIONS SHOULD NOT BE PLACED IN FRONT OF TIE DRIVEWAY RAW W WING ITYP.) ACCESS AREAS. 1 SLOPE VARIES 2. FOR TIE CURB AND GUTTER SHDWN,SEE PLANS FOR CURB TYPE. LOPE CONCRETE SIDEWALK VARIES 3. RAW SLOPES SHALL BE 12.1 OR FLATTER. A A 2% 2% 2% 2% 2x L SIDEWTH 1 SHO NEON PDARS 1 1 12:1 12.11 CONCRETE PAVEMENT PAY AREA , O AND GUTTER CONCRETE DRIVEWAY ENTRANCE TYPE 3 6' DRIVEWAY WIDTH fi TRANSITION SHOWN ON PLANS TRANSITION 4" 6" 4" @' fill CONCRETE CONCRETE SIDEWALK SECTION A -A PAVEMENT DRIVEWAY TRARSITIDN SIDEWALK WIDTH SHOWN ON PLANS SHOWN ON PLANS VARIES 2X 4 CURB & GUTTER DRIVEWAY (BY OTHERS) SECTION B -B DRIVEWAY (BY orlms) / CONCRETE I CURBUM & GUTTER (TW.) RAMP WITH 12RIV SLOPE (TYP.) SIDDEEWALK , �� //Y/ ` CURB & GUTTER TYPE 3 ISOMETRIC VIEW Computer File Information Sheet Revisions I Colorado Department of Transportation CURB GUTTERS STANDARD PLAN NO. Creation Date: 07/31/19 Date: Comments 2829 Wast Howard Place 9 9 Designer Initial.: JBK CDOT H0, 3rd Floor M-609-1 CO 80204 Lost Modification Date: 07/31/19 /"�40 ®®' phoner�303-757-9021 FAX: 303-757-9888 AND SIDEWALKS Standard Sheet No. 4 of 4 Detailer Initials: LTA CAD Ver.: Msr.Station V8 Scab: Not to Scale Who Encieh Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: City of SINGLE FAMILYIDUPLEX �Wheat�idge BUILDING PERMITAPPLICATIONREVIEW COMMUNITY DEVELOPMENT Date: 03/08/2021 Location: 7235 W. 33rd Avenue ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a New Detached Garage located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: Yes ✓ No b. Site drainage/grading plan have been reviewed and are: BOK NOT OK; refer to stipulations. 2. Public Improvements required & to be completed with9yes ct: a. street paving/patching: Yes ✓ No Completed b. curb & gutter: Yes ✓ NoCompleted c. sidewalk: Yes ✓ No Completed d. Other (specify): ✓ No Completed For items not constructed, the amount of funds taken in lieu of construction: S 3. V Does all existing roadway/alley R.O.W. meet the standards of the City: 0 Yes n No If not, what is required? N/A If R.O.W. is required, has the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. V APPROVED: The Engineering Division has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. �o i�David F. Id....s.-�Digilly Dale 02903.08nedY7085543-000'man 03/08/2021 Signature Date 5. II Stipulations: Roof runoff shall be directed to the street to minimize negative impacts to adjacent property. First 25' (measured from asphalt roadway) shall be hard surface per Code. 6. 0 A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 7. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2020 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: 03/08/2021 ADDRESS: 7235 W. 33rd Avenue Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at dbrossman@ci.wheatridge.co.us Sincerely, Digitally signed by David F. Brossman Date: 2021.03.08 09:03:01 -07'00' Signature CC: File w .ci.wheatridgexo.us Rev 0420 � ► � i City of Wheat Ridge Residential Detached Garage PERMIT - 202100426 PERMIT NO: 202100426 ISSUED: 05/25/2021 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 05/25/2022 JOB DESCRIPTION: Residential new detached garage. Sq ft: 484 *** CONTACTS *** OWNER (520)850-7779 FINNEGAN DANNY MARISA GC (303)819-4333 TOM HART 202139 CUSTOM GARAGE COMPANY SUB (303)968-6050 CHRIS CROOKSTON 018362 CREATIVE WIRING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,150.00 FEES Total Valuation 0.00 Plan Review Fee 225.52 Use Tax 381.15 Permit Fee 346.95 Engin. Review Fee 150.00 ** TOTAL ** 11103.62 *** COMMENTS *** *** CONDITIONS *** Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Detached Garage PERMIT - 202100426 202100426 ISSUED: 05/25/2021 7235 W 33rd Ave EXPIRES: 05/25/2022 Residential new detached garage. Sq ft: 484 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/25/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. � ► � i City of Wheat Ridge Residential Detached Garage PERMIT - 202100426 PERMIT NO: 202100426 ISSUED: 05/25/2021 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 05/25/2022 JOB DESCRIPTION: Residential new detached garage. Sq ft: 484 *** CONTACTS *** OWNER (520)850-7779 FINNEGAN DANNY MARISA GC (303)819-4333 TOM HART 202139 CUSTOM GARAGE COMPANY SUB (303)968-6050 CHRIS CROOKSTON 018362 CREATIVE WIRING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,150.00 FEES Total Valuation 0.00 Plan Review Fee 225.52 Use Tax 381.15 Permit Fee 346.95 Engin. Review Fee 150.00 ** TOTAL ** 11103.62 *** COMMENTS *** *** CONDITIONS *** Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Detached Garage PERMIT - 202100426 202100426 ISSUED: 05/25/2021 7235 W 33rd Ave EXPIRES: 05/25/2022 Residential new detached garage. Sq ft: 484 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/25/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Mechanical PERMIT - 202001047 PERMIT NO: 202001047 ISSUED: 06/09/2020 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 06/09/2021 JOB DESCRIPTION: Installing new 2 ton, 16 seer A/C in backyard. *** CONTACTS *** OWNER (520)580-3034 FINNEGAN MARISA SUB (303)347-1958 JACK STEELE 080125 STEELE BROS.HEATING, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,350.00 FEES Total Valuation 0.00 Use Tax 112.35 Permit Fee 140.90 ** TOTAL ** 253.25 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Smoke alarms shall comply with 2012 IRC Section 134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or apy ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Sig0ure o�ief6dl'ing Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 9, 2020 12:31 PM To: CommDev Permits Subject: Online Form Submittal: General Permit Application Categories: Payment Issue, Dina General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 7235 W. 33rd Ave. Property Owner Name Marisa Finnegan Property Owner Phone 520-850-3034 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email mmfinnegan6@gmail.com Address Attach City of Wheat Electronic Payment Form - Revised 5-1-20 Ridge Electronic Payment Fillable 202005011620013849 202006081141368198.pdf Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTACT INFORMATION Submitting General Steele Bros. Heating Contractor or Architect Contractor's License 080125 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) 1 Contract Phone Number 303-347-1958 (enter WITH dashes, eg 303-123-4567) Contact Email Address sales@steelebros.net Retype Contact Email sales@steelebros.net Address DESCRIPTION OF WORK Detailed Scope of Work - Add A/C - 2T 16 Seer Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Location of work backyard (backyard, on roof, etc) Project Value (contract 5350.00 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11" Upload Asbestos Report Field not completed. if triggler level is met per CDPHE regulation. Upload Drawings 11 " x Field not completed. 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. z I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Justin Donahoe Permit Email not displaying correctly? View it in your browser. . . . CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 4/02 /--P'AZ /U6/tnC, �y/�, F!�) - Job Address: '72,35 - 3 &J -4'a Permit Number: ?0/ c/ C,1 / <-- - -7 ff LJ No one available for inspection: Time Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.IAwww.ci.wheatridge.co.uslinspection Date:— Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: CIO' Permit Number: CA !E2 ❑ No one available for inspection: Tim �✓ AM/PM Re -Inspection required: Yes( When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. ushnspectio Dat: pertor: DO NOT REM . E THIS NOTICE . A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 72 'Z Permit Number: X2110 j Q`7 t j No one available for inspection: Time/- .� AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. us/inspection Date: =�'i�� Inspector:' DO NOT REMOVE THIS NOTICE 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Z -' ) a Job Address: 77 7,3 v,) Permit Number: ze-,D) I a r ❑ No one available for inspection: Time PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. usfinspection -7 Date:Z,04, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: .7 3-5- W Wtp CLt - Permit Number: C: oF ❑ No one available for inspection: Tim .i- AM/PM Re -Inspection require ` No When corrections have been made, schedule for re -inspection online at. http✓/www.ci.wheatridge.co.uslinspecti n Dat62• 1 - Z nspe DO NOT R VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Lt Os / qpm y 10 Job Address: 7255' W 3 3 WA A V Permit Number: ?"019 0 I �?-? q C= INA Mj,�C�t — A 'l L10-7 — FIN,,4 c. pc ung, 2 � 11y5 y)f.< /b ars % Gv,c-r' ❑ No one available for inspection: Time WPM Re -Inspection required: Ce. -j) No When corrections have been made, schedule for re -inspection online at: http://www.ci. whea tridge. co. uarinspection Date: � Inspector:' DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201901879 PERMIT NO: 201901879 ISSUED: 09/10/2019 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 09/09/2020 JOB DESCRIPTION: Remove 1 interior wall, add master bathroom, remodel kitchen and 2 bathrooms, relocate laundry room - 2,000 sq ft total **REVISION: Removing existing concrete porch, building front deck with roof over hang. Square footage: 250 Added valuation: $1000 **REVISION 2: Replace concrete retaining wall; height 5 ft.; Added valuation: $2,200.00 *** CONTACTS *** OWNER (303)809-4625 HAMMOND ERIC GC (303)870-2846 ERIC HAMMOND 160155 HAMMOND HOME INVESTORS LLC SUB (720)460-6154 NATHAN J CORDOVA 190123 NMC ELECTRIC SUB (303)953-2599 Clyde Sweetalla 160214 Mr. Green Plumbing SUB (303)653-1601 DEVIN SHERK 190141 COAL CREEK HEAT LLC *** PARCEL INFO *** - ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 86,195.00 FEES Total Valuation 0.00 Plan Review Fee 667.81 Use Tax 1,810.10 Permit Fee 1,027.40 ** TOTAL ** 3,505.31 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Remodel PERMIT - 201901879 201901879 7235 W 33rd Ave Remove 1 interior wall, add master bathrooms, relocate laundry room - ISSUED: 09/10/2019 EXPIRES: 09/09/2020 bathroom, remodel kitchen and 2,000 sq ft total **REVISION: Removing existing concrete porch, building front deck with roof over hang. Square footage: 250 Added valuation: $1000 **REVISION 2: Replace concrete retaining wall; height 5 ft.; Added valuation: $2,200.00 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally autho ' to include all entities named within this document as parties to the work to be performed and that all ork to a performed ' isc sed in this document and/or its' accompanying approved plans and specifications. nat6r'6f__0WNER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance orgran ' of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app ' le code ora rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of V`Iheat Image COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: 0� n �) V/►�'I l Add to Permit #.(� Iq (((lwyyylaaa Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. * Property Address: t) Property Owner (please print): (t, C� j:jq /r'1 M 0 "t (y Phone: -5D�3�8Q� • �G�� Property Owner Email: Mailing Address: (if different than )pr/o�perty address) o Address: 5^5 7 7 Mt-&CY,4-1-L- 04 - City, State, Zip: Gi�T / {�/J 4�0. j0/o9-8 Submitting Com any: Contact Person: Phone: Contractor:(-�'����� Contractors City License #: /(c /5 5� Phone: Contractor E-mail Address: Q� ✓►r�.�N�"/-�p�� G • e-� Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Z , / / © ! r t / P,qo LA G� G O N C I?2-le KC ��'`�5 W 4 L. (�' p�� 7 ►ill /C�� -3Locle-• /fix A,54-1 S'G 1i Sq. Ft./LF , 2 Btu's Amps Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 11) -1 V a I— ONN'NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: WNE �ONTCTOor (AUTHORIZED REPRESENTATIVE) of WNER) (CONTRACTOR) PRINT NAME: G 1'-e—vY4"hAd SIGNATURE: DATE: 7--7i -Jof ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMM TS: Reviewer: 51(ot00Z�7 PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District 11 Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 2-u v VL 9 iF- 4 'fin L� Mei {�• • L � ,.. �'�.� .. .. nub _ �f : , � _ , M . h� . � •iy,,-[-`� �' � Y 3 - y � r+(���FV' 1�`�tf�L.� r L® �y�i�M I ,R,.� � S '6A *� i`�'!� lii.S l •�� � � .�r� c � 99 'i.y �,M1 f'm �7 t� .- � ..J r , -� I� ��J 4si �• • � i -{r f 4 ._ �4L. ������^� .'"'-•�_� "' _..... _ ...'"y"a,�,}�f �iY%ham �t��� ♦M r ' T - + r �I I L, A,)� A Keystone Construction Manual , J 77 A Keystone Construction Manual TABLE OF CONTENTS Definitions...............................................................................4 Introduction.............................................................................6 Section A: Basic Installation.....................................................9 Installation: Step-by-Step..................................................................10 Section B: Design/Estimating Charts.....................................20 GravityWalls......................................................................................22 ReinforcedWalls...............................................................................23 Section C: Construction of Corners & Curves .......................28 90° Outside Corners..........................................................................30 900 Inside Corners............................................................................33 Concave (Inside) Curves...................................................................36 Convex (Outside) Curves.................................................................38 Section D: Wall Finishing Options.........................................40 Caps...................................................................................................42 Capping: Straight Walls....................................................................44 Capping: Curved Walls.....................................................................45 Section E: Common Wall Construction Details ......................46 Water Applications...........................................................................48 Utilities................................................................................................49 Drainage............................................................................................50 Storm Drain Outlet............................................................................52 Barriers: Introduction.........................................................................53 Barriers: Guide Rails..........................................................................53 Barriers: Fencing................................................................................54 TerracedWalls...................................................................................55 Planting...............................................................................................56 Segmental Retaining Wall Care, Operations - - & Maintenance Guide............................................................58 Regal Stone Pro® 1 3 4 Definitions AASHTO —American Association of State Highway and Transportation Officials ASTM — American Society for Testing and Materials Backfill — Soil used to replace a zone of excavated soil. Backslope — The angle of the slope or finished grade located behind the top of the wall, usually expressed in a ratio such as 3:1 (3 -feet horizontal to 1 -foot vertical) or in degrees,18.4° or in percent, 33%. Base Course — First row of Keystone units placed on top of the leveling pad. CIP — Cast -in-place concrete. Compaction — Mechanical effort used in densifying soil to a defined minimum percentage of the maximum compacted density of the soil. See ASTM D698 and D1557 for reference. Core Fill —See Unit Drainage Fill. Course — A horizontal layer or row of Keystone units. DOT — Department of Transportation Drainage Composite — Three-dimensional geosynthetic drainage medium encapsulated in a geotextile filter, used to transport water. Drainage Pipe — A perforated or slotted PVC pipe manufactured in accordance with ASTM D3034, or corrugated HDPE pipe manufactured in accordance with AASHTO M 252, used to transport water away from the drainage zone or reinforced backfill. Drainage Zone — A predetermined depth of clean crushed angular stone located within and behind a Keystone unit to prevent the development of hydrostatic forces on the Keystone wall facing. Also see Unit Drainage Fill. Embedment — Depth of retaining wall below existing or proposed ground in front of the wall. Exposed Wall Face — The exposed visible portion of the retaining wall when installed. Extensible Reinforcement — See Geogrid. Foundation Soil — Either in-situ soil or compacted backfill, located beneath wall leveling pad and reinforced fill volume. Geogrid — A synthetic extensible structural soil reinforcement element formed by a regular network of integrally connected tensile elements with apertures of sufficient size to allow interlocking with surrounding soil, rock, or earth; functions primarily as reinforcement and is typically a HDPE or Polyester material. Geosynthetics —A range of generally polymeric (plastic) products used to solve civil engineering problems. Geotextile Filter Fabric — Material is used for a separation and filtration of dissimilar soil types; typically consists in two forms, woven or non -woven synthetic fiber (polymer -based). Global Stability — The general mass movement of a soil - reinforced retaining wall structure(s) and adjacent soil masses and slopes. HDPE — High -Density Polyethylene IBC — International Building Code Impermeable or Low Permeable Soil — Soil with clay content used to prevent water percolation into the drainage zone and the reinforced backfill behind the retaining wall. Inextensible Reinforcement — Galvanized steel soil reinforcement. Keystone unit — A concrete retaining wall element, machine - made from Portland cement, water, and aggregates by a Efflorescence — A whitish substance that can naturally occur Keystone manufacturer. on all concrete products. Efflorescence occurs when salts from within the concrete unit are transported to the exterior surface Leveling Pad — Material used to support the Keystone unit, by water or from external chlorides. typically compacted crushed stone material or unreinforced CIP concrete. The information contained herein has been compiled by Keystone Retaining Wall Systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Keystone Construction Manual Definitions Modular Block — See Keystone unit. MSE — Mechanically Stabilized Earth NCMA — National Concrete Masonry Association Parapet — Keystone units or CIP concrete installed above finished grade to create a freestanding wall that does not retain soil. Polyester — A polymer fiber used in the production of geogrids. PPE — Personal Protective Equipment, i.e.: hard hat, gloves, eye protection, boots, etc. PVC — Polyvinyl Chloride; a thermoplastic polymer. Reinforced Soil (Reinforced Backfill) — Compacted soil that is placed within the reinforced soil volume as outlined on the plans. Reinforcement — See Geogrid. Retained Soil — In-situ soil or compacted backfill located directly behind the reinforced soil volume or gravity wall system. Segmental Wall Unit — See Keystone unit. SRW — Segmental Retaining Wall; i.e., multiple Keystone units installed to create a retaining wall. Surcharge — Any loading imposed on the soil behind the wall that exerts an additional force on a wall structure. Surcharge loadings are assumed to be uniform live or dead loads. Surcharge -slope —Any additional loading imposed on the wall structure due to backslope conditions behind the wall. Swale — A ditch or depression in the soil at the top or bottom of the retaining wall used to divert water to another location away from the wall. Toe Slope — The slope angle of the soil located in front of the wall base, usually expressed in a ratio such 3:1 (3 -feet horizontal and 1 -foot vertical) or in degrees, 18.4° or in percent, 33%. Unit Drainage Fill — Free -draining crushed stone that is placed within and immediately behind the Keystone concrete units, measuring 2 -feet in total depth from the proposed wall face. Also see drainage zone. Wall Batter — The wall face angle measured in degrees from vertical. The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® Regal Stone Pro® Series DESIGN AND BUILD WITH CONFIDENCE Our Regal Stone Pro' series includes a comprehensive assortment of face styles to satisfy virtually any aesthetic requirement. Having a block design proven by an extensive field performance record and supported with technical resources, this rear -lipped Regal Stone Pro® series has become a trusted favorite of specifiers, installers, and owners alike. ......................................................................................................................................................................... Beveled Deco RockFace Smooth Straight Tri -Plane Regal Stone Pro Medley Aliv 11 Left Score Straight Score Right Score Isometric o� Elevation Regal Stone Pro RockFace 3 -pc -001-1 Small Medium 1 Large Plan 1 ta.�. Note: Unit weights, dimensions and availability vary by manufacturer. Please contact your local representative. The information contained herein has been compiled by Keystone Retaining Wall systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 6 1 Keystone Construction Manual RockFace 3 -pc Beveled Deco RockFace Smooth Straight Tri -Plane Medley Small Medium Large Unit Height 8 8 (in.) Unit Width 17.9 17.9 18 17.9 18.6 17.9 18 7 11 18 (in.) Unit Depth 12 12 (in.) Face Area0.99 0.99 1.00 0.99 1.03 0.99 1.00 0.39 0.61 1.00 per Unit (SF) Unit Weight 76-84 28-32 47-53 76-84 (lbs.) Volume of Voids to Tail 0.42 0.20 0.30 0.42 (CF) Note: Unit weights, dimensions and availability vary by manufacturer. Please contact your local representative. The information contained herein has been compiled by Keystone Retaining Wall systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 6 1 Keystone Construction Manual IS Pop- 2 000050 p-ifigi ii rrrrr0`M0i1illl ��� Sr4L _� 44 i' �i J• I. Tl*� yrses W. - hom J w ..:J� '�'d'y�st ♦ d�►�` a _`.��,�,,;,�.-tz ,,•4, - =�. VIA Oil W= + y -1 Yn tr` 1 i 1. � \ •- '�. .a. -t+^' j � �' � ,I 171. tiw. � AW r• � iY,�; .K'�-"�'yeM�•�1—' -il 1. i F-�. Y a Y sP'ryJy,f`�'4a'y� ' .l::. .._5ti �? h.�.7F'� i . � J'�'f'� r .. „t '—T J�t^•-'-ti���Y�ai,�. REGAL STONE PRO- ROCKFACE 3 -Pt A it tsY k� EVENT CENTER f" 1 r J •.1 $199 Southpark Court`'?'' T imy L r J w ..:J� '�'d'y�st ♦ d�►�` a _`.��,�,,;,�.-tz ,,•4, - =�. VIA Oil W= + y -1 Yn tr` 1 i 1. � \ •- '�. .a. -t+^' j � �' � ,I 171. tiw. � AW r• � iY,�; .K'�-"�'yeM�•�1—' -il 1. i F-�. Y a Y sP'ryJy,f`�'4a'y� ' .l::. .._5ti �? h.�.7F'� i . � J'�'f'� r .. „t '—T J�t^•-'-ti���Y�ai,�. REGAL STONE PRO- ROCKFACE 3 -Pt A it tsY k� EVENT CENTER f" 1 r J •.1 $199 Southpark Court`'?'' T BASIC INSTALLATION This section will take you through the step-by-step process of installing your retaining wall. Covered in this section is a basic gravity wall installation and also installation procedures for geogrid reinforced walls. While this section may not cover every construction issue you may encounter on your project, it gives a basic overview and helpful hints for the installation of a Keystone retaining wall. Tools and materials that will be required: • 12 -inch, 48 -inch, 72 -inch levels • Tape measure • Shovel • Excavating equipment • Personal protective equipment (PPE) • 5 -Ib dead blow hammer • Heavy hammer and masonry cold chisel • Stringline • Compaction equipment (determined by size and scope of wall) • Concrete saw • Block splitter • Keystone structural units and caps • Structural geogrid, if required • Unit drainage fill • Backfill material • Leveling pad material • Exterior grade concrete adhesive • Geotextile fabric • 4 -inch drainage pipe Regal Stone Pro" 1 9 L r� Installation: Step -by -Step 1. Site Examination / Permitting Select the location and length for the retaining wall. Call before you dig! In the United States, calling 811 before every digging job gets your underground utility lines marked for free and helps prevent undesired consequences. Digging without calling can disrupt service to an entire neighborhood, harm you and those around you and potentially result in fines and repair costs. Take the necessary measurements, prepare plans, research zoning requirements for your area and obtain proper building permits for your project. Local permitting may require a soils investigation and/or engineered documentation and drawings. Knowwhaes beim 15 - Call before You dia 2. Excavation / Embedment Verify that the layout dimensions are correct and excavate to the lines and grades shown on the construction drawings or to field dimensions. Remove all surface vegetation, organic soils and debris, and verify that the foundation subgrade is in proper condition prior to leveling pad installation. Do not proceed with installation until soft soils or any other unsatisfactory conditions have been corrected. Embedment Recommendations For small Keystone gravity walls, a minimum of 6 -inches embedment is required. For reinforced soil Keystone walls, the minimum depth of embedment as a ratio to wall height may be determined in the provided table (page 11). The information contained herein has been compiled by Keystone Retaining Wall Systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 10 1 Keystone Construction Manual Installation: Step -by -Step A:1 - ELEVATION atoo�sg r•� 6' K�stone �odE Uri, 6'at� � �mboemsnt10.1a1� ' r / f Etevdbon NOTES: • Project plans, specifications, and design codes may require minimum embedments that exceed the minimums shown here. • The required embedment depth for Keystone walls may become a controversial issue. The International Building Code (IBC) recommends a 1 -foot minimum or below prevailing frost depth, whichever is greater for foundations. AASHTO recommends a 2 -foot minimum or below prevailing frost depth, whichever is greater for retaining structures. These minimum recommended depths are based on rigid foundation systems and are not totally applicable to SRWs, which can function properly with significantly less embedment. The proper embedment depth is a function of the structure size and type, the underlying soils, and the site geometry, especially toe slopes. It is important to properly inspect the foundation area when excavated, determine the limits of removal and replacement of unsuitable materials, and then confirm the final embedment depth for stability and bearing given the site conditions. Sloping Toe The minimum embedment required with a 3:1 or steeper slope in front of the wall should be based on the establishment of a minimum 4 -foot horizontal bench in front of the wall and establishing a minimum embedment from that point. Fill slopes usually have poor compaction near the edge of slope, and all slopes are subject to erosion and superficial instability (see Figure A:2, right). The depth of embedment should be increased when any of the following conditions occur: • Weak bearing soils • Potential scour of wall toe • Submerged wall applications • Significant shrink/swell/frost properties of foundation soils • Global stability concerns Slope.-. Minimum requirement - 0.5' Horizontal (walls) H/20 Horizontal (abutments) H/10 3H:1 V H/10 + 1.33' 2H:1 V H/10 + 2' A:2 - EMBEDMENT CROSS SECTION VT Height, H 4' d°°nAieW or X30 Gec�ynthefic _ rcement .I i Levelli^9 p -d The information contained herein has been compiled by Keystone Retaining Wall Systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 111 Installation: Step -by -Step oi�* A:3 - BASE LEVELING PAD r + C � f L ■re Vallon Lm»s b . Q- — S -L n NOTES: • Construct leveling pad with crushed stone or 2,000 psi t unreinforced concrete. • The leveling pad foundation is to be approved by the site geotechnical engineer prior to leveling pad placement. • Remove rear lip from units placed in contact with leveling pad. 3. Prepare the Base Leveling Pad Start the leveling pad at the lowest elevation along the wall alignment (see Figure A:3, below). The minimum leveling pad width shall be unit depth plus 12 inches. The leveling pad shall be level front -to -back and side-to-side and consist of 6 inches of well -compacted (95% standard proctor or greater) angular granular fill (road base or Y2 -inch to Winch crushed stone). Lean unreinforced concrete (2,000 psi minimum) is also acceptable to use as a leveling pad. Step the leveling pad up in 8 -inch increments at the appropriate elevation change in the foundation. Do not use rounded material (i.e. PEA GRAVEL or SAND) for leveling pad material. The infonneoon contained h—n has been o rnpl•d by K.W— a.wnri q We" Sy"ns" ns" uc -Mt- the best -f— b-Wl••ds•. •o=M* .•w•+•^ti tl» KMt— wod d t••d in"rod.cati—,+Mich a• mu.vm.d Find detennin~ of the wibbility for the tue mn w*ated and ib manner of— aro the -6 r opomiltift d"war. Design end analysis.hell ba p•rfwm•d by a 9udif ed ynea.. 1 2 1 Keystone Construction Manual Installation: Step -by -Step 4. Install the Base Course The first step is to remove the rear lip of all base blocks using the heavy hammer and chisel so that the units can lie flat on the leveling pad. Place the first course of Keystone units end-to-end, with face of wall corners touching (do not leave gaps between units) on the prepared base. Ensure that all units are in full contact with the base and properly seated by gently tapping each block corner with the dead blow hammer as required. Level the first course front -to -back, side-to-side, and unit -to -unit down the length of the wall. At base elevation changes, maintain a minimum embedment at step-up locations. A level base course is critical for accurate and acceptable results. (See Figure A:4, below.) Lay out corners and curves in accordance with the "Corners and Curves" section of this manual (page 29). AA - LEVELING PAD Last lh�a �+da to .f 4 tLeM Unit f too 40 Back The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 13 Installation: Step -by -Step A:5 - DRAINAGE PIPE DETAIL 5. Install Unit Drainage Fill, Drainage Pipe, Backfill and Compaction Install drainage pipe behind wall unit and outlet drain to storm system or daylight. See drainage section for additional details (page 50). Once the units have been installed, fill all open spaces between units and open cavities/cores with 1/2 to 3/n -inch clean crushed stone unit drainage material to a minimum total distance of 24 -inches from wall face. Place the wall backfill behind the unit drainage fill in maximum 8 -inch lifts and compact to 95% standard proctor density or 92% modified proctor density with the appropriate compaction equipment. Use only hand -operated equipment within 3 -feet of the retaining wall face. 1 a.=stied [xane Reinforced Soil iY � 1 F ntisdnxs tt t )IR7d 4n l' ,yhr^^ of 6• Foundation Soil 6• Leve" Pad (uusMA 6UM tt Urwewftced C 'aeter NOTE: • Drainage pipe should maintain positive drainage to daylight; outlet the drainpipe at low points every 30 to 50 -feet on center at ends of wall, if appropriate. Alternatively, a raised drain may be utilized per the detail on page 51 of this manual. The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 14 1 Keystone Construction Manual Installation: Step -by -Step 6. Install Additional Courses r Remove all excess unit drainage material from the top surface of all the units. Center the next course unit at the point where the two V units below meet, fitting the lip against the back face of the lower units. Push the units toward the face of the wall until they make full contact with lip. (See Figure A:6, below.) Check level front -to -back f' and side-to-side, shim the units or grind as necessary. It is important to check level front -to -back and side-to-side on every course to maintain proper wall batter and alignment. Proper shimming materials can be any non -degradable material, including but not limited to, asphalt shingles, scrap pieces of geogrid, etc. Shimming of block is not allowed on courses with geogrid reinforcement. Continue backfilling, installing additional units and checking level to the desired top elevation. Follow wall unit and unit drainage fill installation closely with backfill. Maximum stacked vertical height of wall units prior to unit drainage fill, backfill placement and compaction shall not exceed 2 courses, unless special construction techniques are employed to ensure complete filling of all units with unit drainage fill. For gravity walls, continue this construction sequence to complete the wall and proceed to Step 9. For geogrid reinforced walls, continue with Step 7 and Step 8. A:6 - BLOCK CONNECTION DETAIL cep- uwE. Bkvh C., Tagr of 4oaw s amt We ll Fayard so Ill Raw Lip W A3#r Li'1 s' tl9Q lEkUCk Gd9eptM NN ear& �� u,e l�axa.� taw .r The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engin er. Regal Stone Pro® I is Installation: Step -by -Step 7. Structural Geogrid Installation Start at the lowest wall elevation where a geogrid layer will be placed. The geogrid elevations, depths, and strength will be specified in the engineered design for the wall. Measure and cut the geogrid material to the specified length. Orient geogrid with highest strength axis perpendicular to the wall alignment. Lay geogrid horizontally on compacted backfill within 1 -inch of the face of the lower block (see Figure A:7, below). Ensure that the core fill and unit drainage fill is flush with the top of the lower unit prior to geogrid placement. Geogrid will be placed in pieces side-by-side (100% coverage) with no gapping or overlapping in a continuous layer along the length of design geogrid elevation, unless a change in elevation is specified in the design. Install next course of units over the geogrid to secure in place. Tension the geogrid by pulling it towards the embankment. Place a stake through the end of the geogrid into the ground or place fill over the back edge of geogrid to hold it taut and in place. Do not excessively tension geogrid; this may pull units out of proper alignment. A:7 - GRID CONNECTION c�a �' 'r 1'E Sa�loac lhmlrrmc Sw r -e s Iht9 n•,nldl �'. ?4 ILgn"fdl Tta*- Grid ConnPelion Section Isom®trir. NOTES: • Geogrid is to be placed on level backfill and extended within 1 -inch of the front face of the block unit. Place next unit. Pull grid taut and backfill. Stake as required. • The roll direction is the strength direction of the geogrid. Geogrid is rolled out perpendicular to wall face. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 16 1 Keystone Construction Manual Installation: Step -by -Step I z 8. Reinforced Backfill Placement Proceed with placement of the unit drainage fill and the backfill in the reinforced zone. Specifications for the material to be used as backfill in the reinforced zone should be defined in the engineered plans. Place this material nearest to the units, moving progressively toward the staked end of the geogrid. This procedure will keep the geogrid under tension. Compact the reinforced and drainage fill material to a minimum 95% standard proctor density (ASTM D698) or 92% modified proctor density (ASTM D1557). Or see compaction requirements stated in the engineered plans. Install additional courses as described in Step 6, until the next reinforcement elevation. Repeat Steps 7 and 8. Only hand -operated compaction equipment can be allowed within 3 -feet of the back surface of the units. At the end of each day's operation, grade the backfill away from the wall and direct runoff away from the wall face. 9. Capping the Wall Complete your wall with the appropriate Keystone capping units. These units are available in a variety of sizes and shapes. Availability of these units will vary by region. For cap unit descriptions and placement variations see the section, "Wall Finishing" (page 41) of this manual. Sweep the lower units clean and make sure they are dry. Use exterior grade concrete adhesive on the top surface of the last course before applying cap units (see Figure A:8, below). A:8 - SECURE THE CAPS Plow Cap Una oe I KIWW prase t awete A a 811113 SWWW car and Cvn pork c I t t1nft 8ada.r r rr r ' r EANIM Grade t Cowmte Adhw me The information contained herein has been compiled by Keystone Retaining Wall Systems- LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 17 Installation: Step -by -Step 10. Finished Grade and Landscaping The Keystone retaining wall is now complete. Final grading, planting or other surface material can now be put into place. Typically an 8 -inch thick layer of low permeable soil is installed as the final layer of material. This is to help prevent water infiltration to the retained or reinforced zone of the retaining wall. Remember that finished grade conditions affect the wall's performance. Fill placed behind the wall should be graded to flush with the top back of the cap unit. Such conditions should not be altered from the original design. Loadings that include slopes, parking lots and buildings should be maintained as designed. Any changes to the top -of -wall finished grade must be evaluated prior to wall completion (see Figures A:9 -A:10, page 19). The info—b— —tswd hwwn has been w q+1ed by Ksynone Retnnug Wall Syvtw O LLC and to the best of ow knwledga, aawotely rpresanis the Kayo« produa used in the appliutbn whKh aro dlustrat�d Final detenn,nsbo of the sunab ny for the use contemplated and a v— of use ans dw sok ren—s'Wity of the user Dmgn and analysis shell be pwforwd by a qualified "neer. 1 a I Keystone Construction Manual Installation: Step -by -Step A:9 - GRAVITY WALL ► frnstwd Gsrsae $' LOW Plamtettllle Sod rcesyntane cep Uil NOTES: • Drain should be at bottom of wall when possible. Utilize raised drain location when bottom of wall drainage is not possible. • See Drainage Section (page 50) for additional details. A:10 - REINFORCED WALL R' I all PenrAel Sm' Keyrsilonv Civ Unit I r K&jS6dft Mod UM Reinforced Soil TntV WnN Hsa�d 24'LIM Drena" Fa h I 4314' Gnl*AW Rock of $Wl +t Fxr.dv„a�:i Gird Depth Retained $oo4 Fess "Grow t � t•mbmdmsrtl a' Pvfft will tryuaxafle r, r" Lc a£ax3t�xl Gcaircse+ra F ." F ahnc t0ustw_+d ftnG Of Ill to Ih3ytuyh' in$ 14' t�iaeR+/arp Callivi ls) Stom= Drapt Founda6cut Sad The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 19 Ku on * hock uralFar F4t1Cnt 24'(Rin )tend Lkaaiage I rt' U eptlr (>� Rpulrad) \-A(3(4- Crushed Rack Slone) Total 0 dl ApproFiirnats tiiaifs Emeedm.nl rooliheda e Grade 1 4' Pe rbraled Or i age FVH 6' - — 8' Love" Pad Geolvdille Ffrltr FaWw. (Cxustted Stone or oil" 6D 0600M or 14' Irr�rcwifrrpedC+onttale) swirntoml Foundation SO] NOTES: • Drain should be at bottom of wall when possible. Utilize raised drain location when bottom of wall drainage is not possible. • See Drainage Section (page 50) for additional details. A:10 - REINFORCED WALL R' I all PenrAel Sm' Keyrsilonv Civ Unit I r K&jS6dft Mod UM Reinforced Soil TntV WnN Hsa�d 24'LIM Drena" Fa h I 4314' Gnl*AW Rock of $Wl +t Fxr.dv„a�:i Gird Depth Retained $oo4 Fess "Grow t � t•mbmdmsrtl a' Pvfft will tryuaxafle r, r" Lc a£ax3t�xl Gcaircse+ra F ." F ahnc t0ustw_+d ftnG Of Ill to Ih3ytuyh' in$ 14' t�iaeR+/arp Callivi ls) Stom= Drapt Founda6cut Sad The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 19 14 O z L G) - I; z - I_ •s 1 1 r r � 'T. .',�l �� � x� #/[i Ili J�'I■ �' ■ 1 I ) >-��... .� ` •mac..-. ;• ¢S�� r� ;� .�a� y�d�� rik�i4 ewe*. - � 'I��'��,' � �'S����I ti� •�.r��� +�,,� d _ il iy + a +. '{I� I ' �'� a "'7T : L' 4 ' , , +.ti t4� , �Y^'4i.•.�,a `" . L _ i..���. _ir^S T" }_ . � t` � 5 �V-. y,�• , ! t �� 1 ! l.r � t t''V' �{ 4 , 1'•tN� 1' � I � r , .)! T,*!� rvki �� .,'�'-.7� r � �,-i `1•:� ' '•11��F, .l.i .}+ 5Ci' R� AL ST PR v DESIGN/ESTIMATING CHARTS This section contains Keystone's design/estimating charts for Regal Stone Pro® series Zz gravity walls or geogrid-reinforced walls. The gravity wall charts help determine the maximum possible gravity wall height before geogrid reinforcement is required. The wall charts consider multiple factors for determining gravity wall stability and the necessary geogrid length. First, determine the wall load condition that most closely �,— resembles the final project conditions. Then select the soil condition that most closely matches the project site soils. Finally, select the wall height (including embedment) that will best fit the project wall profile. The design/estimating charts in this section are to be used for reference and preliminary design and estimating only. These charts are not to be considered as a standardized engineering document. A qualified professional should be consulted for final design assistance. Keystone accepts no liability for the use of these charts. Regal Stone Pro` I 21 Gravity Wall Schematic NOTES: • Wall height (H) is the total height from top to bottom • Minimum wall embedment should be 6 -inches or one unit below grade, whichever is greater. (See page 11) • Subsurface soils must be capable of supporting wall system. • Unit drainage fill is 3/4 -inch clean crushed stone. • Leveling pad is crushed stone base material. • All backfill materials are compacted to minimum 95°% standard proctor density or 92% modified proctor density. • Finished grade must provide positive drainage. • Calculations assume a unit weight of 120 Pcf (19kN/M� for all soil types. Assumed angles for earth pressure calculations are Sand/ Gravel=34°, Silty Sand=30° and Sandy Silt/Lean Clay=26e. Walls are non-critical structures with FS>1.5. Gravity wall charts are performed using Coulomb earth pressure analysis. (NCMA 3rd Edition) Walls utilize 7e batter No surcharges, except slopes, were used in the analysis. • Surcharges or special loading conditions will reduce maximum wall heights. Sliding calculations assume a 6 -inch crushed stone leveling pad as compacted foundation material. The information provided is for preliminary design use only. A qualified professional should be consulted. Keystone accepts no liability for the use of these tables. Th—fonne — oomemed harem has been compiled by Keystone Rete ,ng Well systems• LLC and to the bast of— w,owbdy., ea f.ly , Tp nn the Keystone product used in th. Wo—t —which ere illustrated Final detemmW— of the s t bihty for the use contemplated and es manner of we are the sole ,eeponskelity of the war Design and enelyvs shall be performed by. queltfwd ergines,. 22 1 Keystone Construction Manual 6:1 - MAXIMUM HEIGHT GRAVITY WALL Slope H�9lht Retaining Soil Type 1 -inch Setback - Regal Stone Pro' MAX HGT. Soil Type Level 4H:1 V e- 3H:1 V 2H:1 V Sand/Gravel 3.33' 3.33' 2.67' 2.00' Silty Sand 2.67' 2.67' 2.00' 1.33' ONE INCH SETBACK WALL Silt/Loon Clay 2.00' 2.00' 1.33' 1 <1.00' (1 ' (25mm) min, setback per unit) NOTES: • Wall height (H) is the total height from top to bottom • Minimum wall embedment should be 6 -inches or one unit below grade, whichever is greater. (See page 11) • Subsurface soils must be capable of supporting wall system. • Unit drainage fill is 3/4 -inch clean crushed stone. • Leveling pad is crushed stone base material. • All backfill materials are compacted to minimum 95°% standard proctor density or 92% modified proctor density. • Finished grade must provide positive drainage. • Calculations assume a unit weight of 120 Pcf (19kN/M� for all soil types. Assumed angles for earth pressure calculations are Sand/ Gravel=34°, Silty Sand=30° and Sandy Silt/Lean Clay=26e. Walls are non-critical structures with FS>1.5. Gravity wall charts are performed using Coulomb earth pressure analysis. (NCMA 3rd Edition) Walls utilize 7e batter No surcharges, except slopes, were used in the analysis. • Surcharges or special loading conditions will reduce maximum wall heights. Sliding calculations assume a 6 -inch crushed stone leveling pad as compacted foundation material. The information provided is for preliminary design use only. A qualified professional should be consulted. Keystone accepts no liability for the use of these tables. Th—fonne — oomemed harem has been compiled by Keystone Rete ,ng Well systems• LLC and to the bast of— w,owbdy., ea f.ly , Tp nn the Keystone product used in th. Wo—t —which ere illustrated Final detemmW— of the s t bihty for the use contemplated and es manner of we are the sole ,eeponskelity of the war Design and enelyvs shall be performed by. queltfwd ergines,. 22 1 Keystone Construction Manual Design/Estimating Charts: Reinforced Wall Charts The Keystone reinforced wall charts are graphically presented to show the proper location and lengths of geogrids used with Keystone Regal Stone Pro units at 1 -inch setback batter (7°). The chart includes design heights from 4.3 feet tall to 11 feet tall. Engineering judgment should be used when interpolating between heights. In general, geogrid should be placed at the design elevation for the entire wall length or until a wall step is reached. These preliminary design and estimating charts are for individual walls and do not apply to any tiered wall applications. Minimum reinforcement lengths were set for 4 -feet and a 70% reinforcement length -to -wall height ratio. Top layers of geogrid shall never be more than 2 units from the top of the wall. Bottom layers of geogrid shall never be more than 2 units from the top of the leveling pad. Soil ranges were selected to approximate good, medium and poor soil conditions to cover the typical design range. Wall height is the total height of the wall from the top of the leveling pad to the top of the wall. The charts use Coulomb earth pressure theory, based on NCMA 3rd Edition for calculations. The following charts assume the use of a coated polyester geogrid with a minimum allowable design strength of: LTDS=1,800 plf, Tal=1,200 plf. The following geogrid types are suitable with these design charts: (1) Miragrid 3XT by TC Mirafi, (2) Stratagrid 200 by Strata Systems and (3) Synteen SF35 by Synteen. 250 psf surcharge is applied 6 -inches behind the tail of the units. All geogrid lengths shown are the actual lengths of geogrid required as measured from the front wall face to the end of the geogrid. The charts assume that the walls are constructed in accordance with Keystone specifications and good construction practice. All soil zones (reinforced, retained, and foundation) must be compacted in 8 -inch lifts to minimum 95% standard proctor density or 92% modified proctor density as determined by laboratory testing. The information contained in the design/estimating charts are for preliminary design and estimating use only. A qualified professional should be consulted for final design assistance. Keystone accepts no liability for the use of these charts. 6:2 - REINFORCED WALL SCHEMATIC Sol 4rua `T fiilri0od• rfj KWAVWMV it _ �'arvlerxd Sc Zone ' WAHMVN �� l:lui�rt6iswieu j IMitO�iup�li Uri�tid p�irrpC�Marr�/IIM NOTES: • Wall height (H) is the total height from top to bottom. • Minimum wall embedment is 6 -inches (see page 11). • Subsurface soils must be capable of supporting the wall system. • Unit drainage fill is 3/4 -inch (19mm) clean crushed stone. • Leveling pad is crushed stone base material. • All backfill materials are compacted to 95% standard proctor density or 92% modified proctor density. • Geogrids must be of appropriate type and length per the design. • Finished grade must provide positive drainage. • The symbol indicates location and length of geogrid measured from the front of the wall to the end of the geogrid. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, urately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 23 Design/Estimating Charts: Reinforced Wall Charts REGAL STONE PRO UNITS - 1 -INCH SETBACK ....................................................... CASE 1: Level - No Surcharge NO YJF04MGE ,t H REINFORCED i SOIL ZONE 1 1 1 - i I I -------I 43 CASE 2: Level - 250 psf Surcharge iso vgSunowM .........f.. I SAND/GRAVEL: 0=340, y=120 pcf .................................................................. 5.7' 71)' 8.3' 9.7' H REINFORCED 1 60' SOIL ZONE I 6a " ao' — I 1 60' SO' 60' _ 43' 5.7' 7.0' 83' 9.70 ...................................................... CASE 3: 3H:1 V Backslope t 3 ," , 1 r I I f HFPSN 1 1 I I 1 -- ---J 43' 5.7' 7.0' 83' 9.7' 1 MY The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer 24 1 Keystone Construction Manual Design/Estimating Charts: Reinforced Wall Charts REGAL STONE PRO UNITS - 1 -INCH SETBACK .............................. I ..... I ........ CASE 1: Level - No Surcharge NO 51JIMAXAMM REINFORCED SOIL ZONE 43' 5.7' .............................................................................. CASE 2: Level - 250 psf Surcharge IN REINFORCED SOIL ZONE L 1 43' SAND: 0=30*, y=120 pd ......................................................... 70 830 9.7* 11.0' ....................................... -------------- CASE 3: 3H:1V Backslope 3 N REINFORCED SOIL ZONE 1L -1 — — — — — — — SILTY -- 5.7' 7ff 830 9.7# 11.01 ................................................... ........................................... 43' 5.7' 70 fur 9.7' 11A' The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately the Keystone product used in the rolicati..s which an, illustrated. Final determination of the suitability for the ... contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by , qualified engine,,. Regal Stone Pro® 1 25 Design/Estimating Charts: Reinforced Wall Charts REGAL STONE PRO UNITS - 1 -INCH SETBACK ........................................... CASE 1: Level - No Surcharge '.'. I M ReinforceA I 508 Zone II 1 I I I CASE 2: Level - 250 psf Surcharge SILT/LEAN CLAY: 0=260, y=120 pcf ................. ................................................. I........... 9-0 Ba r ' 7A' sa c 90' t o, 1 as 90 5 0' 7 ' 43' 5.7' 7.0' 83' 9.7' r r 1 H Reinforced I 9.0 1 1 . Soil Zone Ba 9,K& R5H2OXI) EVALUATE MI(N FOR !—t-Ia) POOR SOILS Ars SURCKUM C o6A' _: 9 0' tII 43' 5.7' 7.0' 83' 9.7' MY CASE 3: 3H:1V Backslope I � II F_ H RelnTomed I I r f Soil Zone f ENGINEER SHOULD EVALUATE DESIGN FOR POOR SOILS AND BACKSLOPES. 6A r I Sly 43' 5.7' 7.0' 83' 9.7' 11A' The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are Illustrated Final determination of the suitability for the use contemplated and its manner of use are the sole responsibitity of the user. Design and analysis shall be performed by a qualified engineer. 26 1 Keystone Construction Manual 1 •tea} s'i � a - �r'. m n D tf1 s'i � M sells Kimi itiRuss laminas all . ww#.- 14J. REGAL STONE PRO® ROCKFACE 3 -PC NJ CONSTRUCTION OF CORNERS & CURVES So far the discussion regarding the installation of a Keystone retaining wall has centered on the installation of units through the straight line sections of the wall. Equally important to the final aesthetic and function of any wall is the construction of corners and curves. A corner is typically constructed as either an outside 90° corner or inside 90° corner. When a wall needs to make a tum greater than 90° or less than 75° it is recommended that a radius curve be utilized. For curves in the wall, Keystone units typically have a minimum radius depending on the face style. The flexibility of the Keystone units allows for the construction of multiple corners or curves within the same wall. The following information will provide a general explanation of construction techniques for building retaining walls with comer and curve layouts. Regal Stone Pro® 1 29 90° Outside Corner: Installation Details For ease of construction of outside 90° corners, Keystone producers typically provide a corner unit specifically designed for this purpose. Corner unit options and product designs may vary by manufacturer; please contact your local manufacturer for availability before you begin your project planning. Details below show a typical corner unit available in many locations. If corner units are not available, Keystone recommends transitioning the wall from a corner to a radius curve in the wall and avoiding mitered corners. This will enable the wall to maintain its connection integrity and running bond wall configuration for continued wall stability and performance. Please contact your local Keystone representative for assistance if corner units are not available. Due to the fixed wall batter, as the wall rises vertically, it creates a need to trim structural units on both sides of the corner to maintain a proper running bond pattern in the straight sections of the wall. Keystone has developed an illustration to show the proper location for trimmed units. This illustration is based on a full running bond pattern on the base course, with no trimmed units. In the case of two corners near each other, it is best to set each corner unit base first to establish corner location, and then set the base course of structural units running to the corners and trim units as necessary. C:3 - CORNER PLAN VIEW C:1 - OUTSIDE CORNER: ODD COURSE tBatlf fi+ees! ill 1110W 11" tkul �® C3W Raid 5tar'ie Pro List Ftd lines)ne Como" txm orrs wv FI tlrtltsW crvrencl ",X* ' � t f ,` i1f1vm Swim (t VKV cotrrSel arver /1Adtralnl lxr lye"t fe L-1wY LN cAwr ) f mdse) ca"M f8' UM .. S' 1 wt &V Ped IirUSI'!r) Sone or tkseuAw arAd Corwr, , i C:3 - CORNER PLAN VIEW ( Ftlx�ei SWM I m Cut tare tBatlf fi+ees! �® C3W Raid 5tar'ie Pro List Como" txm ' � t f ,` i1f1vm C:2 - TYPICAL SECOND: EVEN COURSES Regd Slon• Pro Cul LW ( � tBWrt S+Olrsr Reed Store Pro lXW i ft ♦ �� �lJ �1; .� n- Comer Will NOTES: • Full uncut units to be used for the base course and as indicated in the details vertically up the wall corner. • Due to comer perpendicular wall setback per course, trimming units is necessary to maintain running bond course alignment. Trim adjoining block units a minimum of 1 corner unit and 2 or more full units away from the comer in both directions from the wall corner for proper wall joint alignment. Do not stack cut pieces. Stagger cut units as needed. • Shaded units are for cut unit designation. Cut units shall not be less than 6 -inches in width. • Secure corner units together with exterior grade concrete adhesive. • Verify actual cut lengths as wall is constructed. • Place additional unit drainage fill at outside wall comers to extend back from wall face each way, a distance equal to the wall height / 2, (1-1/2). The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 30 1 Keystone Construction Manual N S yro f '�'jy�� y �J � �,�i i L� J4 � �^ - J ••�� . garf5� `rr3: ... -. ��`,meaAD:r.;.ti _ ?•. `,/rfr I� � +, 1, �y� , a� - / r .. r _ Y 90° Outside Corner: Installation Details C:5 - TYPICAL GEOGRID OUTSIDE CORNER INSTALLATION (PRIMARY ELEVATION) Grid Strvrglh NOTES: • The geogrid strength direction must be perpendicular to each wall (see Figure C:9, page 34). • Geogrid layers cannot be placed immediately on top of each other. A minimum of 2 -3 -inches of soil must be placed between geogrid layers placed on the same course. • Using the procedures outlined in drawings C:5 and C:6 will achieve the proper placement of geogrid in outside 90° comers. See Next Couse [A" Ear Koystorw R&O AdddionPd ROfftwi nord Stone Pto LW Nei kx CNS Secbw C:6 - TYPICAL GEOGRID OUTSIDE CORNER INSTALLATION (SECONDARY ELEVATION) Gard suer jl Keystone Re" Shelia No Und [AW10 kenkow-ff I At*A- PnnwV Aviinrrnnpr! FVW41M $her D• of Dtslp, tAl!a1h teua limn The 'informaton contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of— knowledge, accurately represents the Keystone product used in the applications which are llustrated. Final determination of the suitability for the use contemplated and it, manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer 32 I Keystone Construction Manual NOTES: • Place the next course of units over the primary Gaogrd Rcnn%mconwid ddoxa reinforcement elevation course. Primary Retoroemont Eter bm • Place and properly compact the needed core/drainage/ Shah deofDLeis nL".3th reinforced fill. • Place the piece of reinforcement shown in drawing C:6 that is "missing" in drawing C:5. • Make sure the geogrid strength direction is perpendicular to the wall face and the geogrid is not placed in the adjacent wall. Gard suer jl Keystone Re" Shelia No Und [AW10 kenkow-ff I At*A- PnnwV Aviinrrnnpr! FVW41M $her D• of Dtslp, tAl!a1h teua limn The 'informaton contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of— knowledge, accurately represents the Keystone product used in the applications which are llustrated. Final determination of the suitability for the use contemplated and it, manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer 32 I Keystone Construction Manual 90° Inside Corner: Installation Details The construction of inside corners is relatively simple because no corner units are required. Construction of inside 90° corners should be accomplished by utilizing the interlocking method as shown below. Remove rear lip, as needed for stacked block, when utilizing the interlocking method. Small side-to-side adjustments to the running bond pattern will be necessary as the wall rises vertically. C:7 - TYPICAL BASE: ODD COURSE ftgM Sone PVD W k", AW UM ram wfih A rout lrlfQ Wil! rI Keystone P40W Sten t, waft Zi ROQW@d to , C:8 - TYPICAL SECOND: EVEN COURSE AccommofliFie Wa! Mo iv 401 2 i W -)A Stvv I Ito CtR MW KovtaM! 1lta! Storax Pm LNM NOTES: • Due to corner perpendicular wall setback per course, to maintain running bond course alignment, cut the adjoining unit to the perpendicular wall face labeled "Regal Stone Pro Cut Unit" as needed in both directions for proper wall joint alignment. Remove lip as needed; glue in place. • Alternate cut units on odd and even courses. • Placement of cut wall block less than 6 -inches wide is not allowed. For example, assume the "gap" to be covered is 5 -inches. Remove the adjacent unit and measure the gap distance of 23 -inches (5 -inches + 18 -inches = 23 -inches). Cut two units, 23/2 = 11.5 inches wide, and place them in the wall. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications v: Eich are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a g-Nied engineer - Regal Stone Pro® 1 33 90° Inside Corner: Installation Details C:9 - TYPICAL GEOGRID INSTALLATION FOR INSIDE CORNERS tiFt9:3FlFHlHllf HiH I11fF 1 y�!! rrsn7ollm i mliR „�tllii!flilflFfl lH1FFt !!lIFFFlf!!H!!$lll�His_4�itflT: ='�- - [[�- I,�i:�r;�it•H!lEtf�,Elffa lii�iS���ltl� t�liH � �,��!_� lcrt s-•-�_ ^� 'r�"'l r:e ,t� ! ss:fitl T,,,.��(ut. jitt.�",!� � ,�:::.l1�l,:.�AI����1•!..•1 •Pnailu�iiraslA:o-awrsalalutilais. �arrr:�:;. ti)�yl �vii1a�llt 1M ��II,AIIfi �,Itt;1 ���•j�-�i•xi�Hi� b^'i�•�il6 M■9i♦tl dMl! t1�A11��1'�1�1b �_ =Ti��:2::o��:Ei ilC:l�173�I�Rm aA %i�{Itmlt Pnrnary i�E3iiiunitww`�itE Reirftcerne amu ,etaoaxm,mma�altm Fkwabm WAVh ry"- ne Pro Unit NOTES: • Drainage zone and backfill materials should be placed and compacted up to the geogrid elevation prior to geogrid installation. • Measure, cut and orient the geogrid, as per the engineer's design, in the correct strength direction. • Place the geogrid over the Keystone unit within 1 -inch of the front block face, then place next course units over grid to hold grid in place. Next, tension the geogrid by pulling it back away from the wall. Place a stake through the geogrid at the back to tension the geogrid in place. • Extend geogrid layer into the corner from the continuous woven course side equal to H/4 (25%) of the total wall height. The information contained herein has been compiled by Keystone Retaining Wall Systems` LLC and to the best of out knowledge, accurately represents the Keystone pi oduct used in the apph-t'—which are iilunrated Final determination of the suitabi'ity for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be pedormed by. qualified engineer. 34 1 Keystone Construction Manual 90° Inside Corner: Installation Details C:10 - TYPICAL ALTERNATING GEOGRID INSTALLATION FOR INSIDE CORNERS (ELEVATION) .�41fj °s!1!3f!'� !�i !iHlti;i#![i2 e� = �Hili�itilfi>r ifiH9}li7l� vi[[ &itil} r:tctmlis�33in'!� 3=i� - is!`tl�flliii#f�lltliHff#?!ixQ$l��lihiH®1i!?fb I 1 �[I !?}l1981T3}H[!3 fm: b ria?}f!9conunuomir WovenIi11RAH[1711HH1i!lf7Hf[�ig9l3="7t[r;!lf3lU!"m t xxscusaassmsas fxta:�;��3ss#sAxxs —,�} ma�ieaxsx xs! {YR SI" Pro Und NOTES: • Proceed with placement of additional Keystone units and unit drainage fill. Start backfilling nearest the Keystone units and then move away from the wall placing backfill materials over the geogrid. • Compact the backfill materials in 8 -inch lifts up to the next reinforcement elevation. • Extend geogrid layer into the corner from the continuous woven course side equal to H/4 (25%) of the total wall height. • Alternate placement of reinforcement extension on specified reinforcement elevations. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 35 Concave (Inside) Curves: Installation Details Inside curves for moderately tall Keystone walls are more difficult to construct than a straight wall due to the complex geometry resulting from a battered wall face in a curve. Inside curves allow good access for compaction and the wall face units tend to support each other like an arch when the soil strain associated with the active earth pressure condition develops. As the wall gets taller, inside curves will result in the top of the wall becoming longer than the base. For wall systems to maintain the desired running bond configuration, gaps between units tend to form. The following is an outline to a process of constructing inside curves in taller walls. See the illustrations below. 1. Units can be moved laterally to remove gapping. Eventually, cutting partial units will be necessary to get the coursing back on the running bond pattern. 2. The minimum inside radius at the base of the wall course should not be less than 6 feet. C:12 - IN CURVE CUT UNITS EXAMPLE COURSE NOTES: O • To maintain a running bond pattern, cut units as QO necessary to maintain and adjust bond pattern. • Cut units are designated with shading on top of O units. Q • Cut units shall not be less than 6 -inches in width. 0 • Vary cut unit location. Do not stack cut units. O Keystone Regal 5tp181-m Cut Urals C3 C3 Keystone Full Regal Sion No Unds p d Key�tane Retial score no �� 0 �f r Cut 1", KtW3l3C 1 W FdttUd 9011itt *ha Unit ('^� The'informanon contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the appl'icat'ions which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be pedormed by a qualified engineer 36 1 Keystone Construction Manual Concave (Inside) Curves: Installation Details C:13 - INSIDE CURVE GEOGRID INSTALLATION (PRIMARY ELEVATION) FUM Add& -WWI GeOgM Pouf an Wrl 6100 Cow -A, prna:4100y Attoy4 the SPOMW P*9*a08rne o I..kwt•xt (Swat on the Corse Irx 1,111jiftw rPupo__r-,t 69DWO ExC"W 20'. puce Ati*orsd Geogrst RprAtwcanw t on fioxt Bilxk C*kjrw rwr ly Abo•o OW F' OWY 1160ftt"I d Eleaseon P'nndey (tbrnliorne"WA U•vuuns LGM Fteao of AdSbGM GGOW0 SMA be POW K"—Aw to POW PorVlWxktlrr to fto W8111 Sbntr: Prouty 1F we d Woo$* of pay G*0" NOTES: • Drainage zone and backfill materials should be placed and compacted up to the primary geogrid elevation prior to geogrid installation. • Measure, cut and orient the geogrid, as per the engineer's design, in the correct strength direction. • Place the geogrid over the Keystone units within 1 -inch of the front block face, then place next course units over grid to hold grid in place. Next, tension the geogrid by pulling it back away from the wall. Place a stake through the geogrid at the back to tension the geogrid in place. C:14 - INSIDE CURVE TYPICAL GEOGRID INSTALLATION (SECONDARY ELEVATION) +Cay-st.rar ke�:il S2r*ao f�fo lite ,' ,R -,,; .. AO�'Kare r,�rd ilex v�rt�rrrrtl ar _ � - F#'tt f%nft d:�.Ka'�? UrIF'trrl+�3r:R{ Allure 7 r the Prtmw,, Ree-arcenwd Efevot m ` ,?; Cwt RcE�rtnt t:eu�tA on f7 plxe Pamir bn 1r"eoo f am NOTES: • Proceed with placement of additional Keystone units and unit drainage fill. Start backfilling nearest the Keystone units and then move away from the wall placing backfill materials over the geogrid. • Compact the backfill materials in 8 -inch lifts up to the next reinforcement elevation. • If the radius of the wall creates a gap between adjacent primary elevation geogrid layers (see Figure C:13, above) of greater than 20 degrees, mark the wall units in the center of the gap, then place an additional secondary elevation on the course above the primary elevation geogrid, with the middle of the secondary elevation geogrid centered on the mark made in the center of the gapped geogrid below. • The use of 12 -foot wide rolls of geogrid will not be possible in walls with anything tighter than a gradual inside radius curve. Very tight inside radius curves may even require cutting the width of the roll to maintain the geogrid being as perpendicular as possible to the wall units. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 37 Convex (Outside) Curves: Installation Details Keystone units can be easily integrated with multiple curves within the same wall. However, convex curves require attention to details during construction. Every wall system has a minimum radius that can be built before the tails of the units come into contact with each other. This minimum radius is unique to the shape of each individual block system. In convex curves, the tightest radius will always be the top course of the wall. This means that the radius at the base course of a convex curve wall will be larger than the desired radius at the top of the wall. Care should be taken when laying out a wall horizontal location in the field given these wall batter and radius relationships. The minimum radius of an outside curve should not be less than 5 -feet. When constructing an outside curve, we recommend performing the following steps to maintain running bond configuration. It is recommended to construct the wall into the curve, maintaining a running bond pattern in the straight sections of the wall on either side of the curve. (See Figure C:15, below.) Due to the unit setback, the radius change in a curved wall will cause the units to migrate off from running bond. When this occurs, it will be necessary to cut a block to maintain running bond; cut unit width shall be no smaller than 6 -inches. Use exterior grade concrete adhesive to secure the partial unit. When coming out of the radius, do not stack cut units. Cutting of another block may be required to maintain a more precise running bond on the straight wall extending away from the curve. CAS - OUTSIDE CURVE RUNNING BOND K"A M ASO 3lonr Rao E9wl Cd UAW teat slit.• *f r« ural Killil S u a �' �.. FVOt W (TWFk*) Ills CLO csoth sten of CW" Ul VONOTES: O f • Full uncut units to be used for the base course and as indicated in the details. _ • Verify actual cut widths for each course as wall is constructed. QOO • Cut units shall not be less than 6 -inches in width. %"=jS4 W Do not stack cut units. ho thiels C:16 - OUTSIDE CURVE ADDITIONAL DRAINAGE FILL t1Yt� pre al RI (E—Y Cates) O Ounit mirmipr. rdi i ands, irvery coerssr{ rmrt. t Adchhor l Dranatp it F 1 Q� Q 1! vmy (7<utr:a) {Sri r�,as) Adt7fbrxaai ()ramaSle F+1 to.eug Imo IeSiwwn) I See Ncrices) KeYstwe Repai S'01e Pro tht N 13':4- CnrsW ROA a Slone) O(Pal ly St~) 1 NOTE: • Place additional drainage fill at outside wall Keystone Ill Slone curves to extend back from wall face each H 2 Pro Urns way a distance of the wall height / 2, (1-1/2). The information contained herein has been compiled by Keystone Retaining Wall Systemsa LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which a re' illustrated Final determination of the s-,birrty for the use contemplated and its manner of use are the sole responsibillry of the user. Design and analysis shall be performed by a quarified engineer. 38 1 Keystone Construction Manual Convex (Outside) Curves: Installation Details Q17 - TYPICAL OUTSIDE CURVE GEOGRID PLAN Y of sail Fil n Rwprrsri Mween overlappM Rcafau wolf al Carne !aa Rrom kxtwom CW Gnd rutE - 1860 Vidallabm WSO ? ctvo,d R*n1"rax-tr4d i 4 urW. E•cit pyaw aA Gtayrd 9hti br Plsoutl owrpondmitr h WM F&O M IM riwdpuml K.ry-amo Rugal Sime Pro Lkvt NOTES: • Drainage zone and backfill materials should be placed and compacted up to the geogrid elevation prior to geogrid being installed at design elevation. Place geogrid in strength direction, perpendicular to wall face • Measure, cut and orient the geogrid, as per the engineer's design, in the correct strength direction. • Place the geogrid over the Keystone units within 1 -inch of the front block face, then place next course units over grid to hold grid in place. Next, tension the geogrid by pulling it back away from the wall. Place a stake through the geogrid at the back to tension the geogrid in place. • Proceed with placement of additional Keystone units, then drainage zone and backfill material. Starting at the wall and moving away from the wall, place the drainage zone and backfill materials over the geogrid to hold the geogrid in place under tension. • Compact the backfill materials in 8 -inch lifts up to the next reinforcement elevation. • Cut grid that extends beyond curved wall face 1 -inch back from wall face. The minimum geogrid length must match design length. • Where geogrid tail overlap naturally occurs, place 3 -inches of rock or soil between the overlapping layers. The inionnet- contelned harem f— been co pd.d by K•ya— Rna-9 well SystemO LLC and to the test of o k—lodge, sownd.y r.preanrb th. K.ysto- product used n the app4owt— vrh h are i imtr t.d Final dete nat.on of the witab#hty for the use contemplated nd ks mennn of use en thv wle r aporsibility of the use. Deign end eneysis shell be banperformed k'Y 9u+lifiad ongirsw. Regal Stale Pro' 1 39 loop 1111 • •s Y,' � ! � '!. NLI zz a a a F-! lamp'. SEEM .n J iw Z �•� ,� �+. �A 1��� ' , i 1 � �J%�"ice•- :1 :�✓.C.d�`] � ice' , i7 �:{ lair APP AYC . ,. , del .► : �!� � '•�`�•. '� '!� .' ;'�, � ` . E•:' Z.�`�� . f � ,� •i w Y � 5 . r Vey 6�. ¢ i. Y ` �i� ~ ••� !I ; � IJ yr �� 4f— .. -- 1 . 4. _ i - r. •.• � l� ` yr• ,t F ' r �,^�'E i'Jn �.� f _ •S Y �+� ti y�.�F�, .I �.. .� fir' -." ,yy,\ J^ t��u} -krr��� y... , i , as • Y: t • �� .tl i `�'. �ti L REGAL STONE PRO't ROCKFACE' WALL FINISHING OPTIONS A wall is not complete without the perfect finishing touch. The flexibility of the Keystone units creates a variety of wall finishing options. The most common wall finish is to cap the wall with a Keystone cap. Cap options vary by region so check with your local Keystone producer for availability in your area. Keystone units can also be capped with a variety of decorative precast concrete products, or even cast -in-place concrete copings. This section outlines the construction techniques and details for installing Keystone caps. Regal Stone Pro® 1 41 Cap Units: Introduction A Keystone retaining wall is not complete until it is finished with the right cap. Local manufacturers offer a selection of cap designs, available in various combinations of facial finishes. The following information will clearly explain the uses of these units and show a variety of finishing techniques. You may also opt to finish your wall with a precast decorative concrete finishing option. See your local manufacturer for details. CAPPING UNITS Universal Cap: Finished on both front and back Isometric Elevation Plan 12• r f► A' 1 t 1 a :� sn >t o � tfi• Straight -face: Straight sided, finished on one side Isometric Elevation Plan 19• The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are llustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility, of the user. Design and analysis shall be performed by a qualified engineer. 42 1 Keystone Construction Manual Cap Units: Introduction Dl - CAP CONNECTION Cap LIM Semned wan t Ktvcxm Groo Corrado A %estvo to Top Cowse Pkm Cap Lm on e.xt«ta Gmda Ctx mte Adhosm slot! stmw Cap urri OM BW Unts Betow Exlemyt Gtede Concrete Adhesive The inlomwtwn contained fwwm hes been compiled by Keystone Rew-9 Well Sysmmse LLC end to the boat o1 our k-4.dge, ecewetefy represents the Keystone product used m th. epglrcat wb h me 8kov.ted. Final detennmebon of the sunebikry (w the use contenpktod end its menrw. of uw ero the +ole respon,lbkry of tlta uwr Desgn and malywa sMII be pedormod bi' s qudifwd erxyneer. Regal Stone Pro° 1 43 Capping: Straight Walls Straight Wall Capping The size of each Keystone unit makes this system very adaptable to grade changes. The top of a Keystone wall can be constructed with level top of wall grade or with step-downs in the top of the wall. As the wall cap units step up and down grades, an additional installation procedure is required to firmly fix some cap units in position. 4 -inch cap units can be double -stacked (see Figure D:3, below). The caps should be attached using an exterior grade concrete adhesive. Refer to manufacturer's instructions for complete details. Apply the adhesive to areas where the units make contact. Determine the desired cap horizontal location with respect to the top wall course. It is typical to have about a one -inch "overhang" of the cap in front of the course of wall units below. With the use of a string line, the cap units can be placed in a straight line. Sweep the lower units clean and make sure the units are dry; use an exterior grade concrete adhesive on the top surface of the last course before applying cap units. (See Figure D:1, page 43.) The following illustrations demonstrate common uses of the Keystone cap units. D:2 - STRAIGHT CAPPING Keystone Cap U^ t MStreglnt Face stragm Sties Keystone Cap Unk Strelaht 54tles Keystone Royal Stow Pro Unk NOTE: • When proper fitting and alignment is achieved, secure cap units to the last course of Keystone units with an exterior concrete masonry adhesive. D:3 - STRAIGHT WALL STEP CAPPING Koydom Crap Und w straaot raw: 54 tw t 5 -fes Keystone Regal Stone Fra Und Keystone Cep UNI U.wW 5tr# Cap Und Dc4"u StMHt C4p tint w5l*a9tt Farce ; at tt: ark SEIV (Oytewi} at Biotic Step stmt SKWS (opbonet) j Kr%': tPlt' R,x0l Sant, R. ckTt Kow-Ac + Rty3vt SMrr Pro UM NOTES: • As top -of -wall grade changes and wall block units step up or down, additional cap units can be placed at the point of wall stepping. Place 2 cap units stacked on top of each other next to the last wall block unit in each course. Overlap the upper course cap unit on top of the double -stacked cap units in the running bond pattern. • When proper fitting and alignment is achieved, secure the double -stacked caps together and cap units to the last course of Keystone units with an exterior concrete masonry adhesive. The information contained herein has been compiled by Keystone Retaining Wall systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 44 1 Keystone Construction Manual Capping: Curved Walls Like other Keystone units, all cap units can be used interchangeably. In any given installation, if binding or gapping occurs between units, the units can be modified to fit using a concrete saw. Make sure to wear proper PPE equipment when splitting or cutting. D:4 - OUTSIDE CURVE CAPPING Keystone Cap Uatt Equal Cit Units w.StraigM Pace + in erre Alea Straight Silo* +- Keysidte Cap Unit w'$baEgM Fede I st aight Sales E"l Cut Units in Cum Area s Keystone Regal Stone Pro Unit Keystone Regal Slone No Una D:5 - INSIDE CURVE CAPPING Koys`"v Ct*, Unlit .. i ryuaE CaA tMINe M C:4M Ara e WSVaotFaeer Straw sties 1 Ke"lam Roo Starr. Pro ttnll 1 1 E90 C+4 UM In Cage Arw i Kt l std►s Rte St— Pro Ur t Keys"Cap L" wi3tregM Paee r suatGm % NOTES: • If no gapping between cap units is desired, some cutting of the cap units may be required. • When proper fitting and alignment is achieved, secure cap units to the last course of Keystone units with an exterior grade concrete masonry adhesive. The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 45 NOON"& 2 Sm Jl A 46 Keystone Construction Manual VA ■ ■ COMMON WALL CONSTRUCTION DETAILS Since its inception in 1986, Keystone has been the segmental retaining wall design leader. This section covers a variety of the most common wall details that may be confronted when constructing a Keystone wall. Some of the details presented in this section have been developed specifically based on industry design standards. Other details have been developed through our years of experience in the segmental retaining wall industry. Items that are covered in this section: • Water applications • Utilities • Retaining wall drainage • Storm drain outlet • Barriers • Terraced wall applications • Tree planting guidelines 1 1 Regal Stone Pro® 1 47 Water Applications When considering a water application for the Keystone wall system, the following areas need to be analyzed and designed to maintain structural integrity of the wall under normal, high-water conditions, and rapid draw -down conditions: • Start by analyzing the wall under normal design criteria (i.e. wall height, base conditions, surcharge loads, soils data, reinforcement requirements, drainage, etc.) • Determine the water level on the wall under normal and high-water conditions. • Determine flow rate for streams, channels, etc. • Determine degree of wave action: minor, major or boat wake. • Determine the potential for flooding and inundation of the wall. • The above conditions should be taken into account in the design of the wall. Always contact a professional engineer to assist you in your water application design. At minimum, the wall reinforced zone soils, to 1 foot above the high-water elevation, should be a free -draining sand or gravel, wrapped in an appropriate filter fabric (see Figure EA, below). E:1 - WATER APPLICATION l �ys t'r •Ir:+<aUac '.�.arl Kryakr-COP Il" 1 vo"b" [rust true 74'twdfhasap re Cwderle F*w FaW K Reinforced Soil War iocr Pratechm FutYrad Rab � WN I Abom HV4 MM I pew -r...�......me... t I l - fiftinMd SW +-- – . — — _ 4 _ urr tlraei4rr f a 1 1a'4' Cl v~ Poch ofcom4ft'3.dr (.errrlarltlr:I aYA l.eilwAnarM f abtC Cse[Mu *4 idea fabM 4' PeArtK•d f a:un v y' F:,- Fou, d ation Sol NOTE: • Drains should be at the bottom of walls when possible. Utilize a raised drain location when bottom of wall drainage is not possible (see page 51). The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 48 1 Keystone Construction Manual Utilities In general, the placement of utilities parallel to the wall, within the reinforced soil zone, SHOULD BE AVOIDED. Any maintenance to utilities in the reinforced soil zone will require deconstruction of the wall down to the pipe elevation so fully intact geogrid can be re -installed during backfilling. Also, coordination of the utility and wall contractors will be necessary during initial construction of the wall to avoid excavation through the geogrid. NOTE: • Drain should be at bottom of wall when possible. Utilize raised drain location when bottom of wall drainage is not possible (see page 51). The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 149 E:2 - PIPE IN REINFORCED ZONE Low Pwerww 9d KGYUMW aP txw fi I__ .I �I �.-.,------� -.�- cog oslvlr► �- ---�{ - Kayst«b Baas I UM I P.00 cera Af*uM -- taw VM P" as RDW*W_ �` � "•'�" . Is, Il smw ' P" a i ftInf Md SON of Exomthm c Retained Sari 'l F?AipNtll>Xa06 9( I= 4' Prf/OfaMd OnYrpo Plp�. Files Fabric _---------- OrrYet to DoYipltd or F&Atdaftn SOG Sturm Drun NOTE: • Drain should be at bottom of wall when possible. Utilize raised drain location when bottom of wall drainage is not possible (see page 51). The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 149 Retaining Wall Drainage Options Poor drainage is a leading cause of retaining wall performance issues. Hydrostatic pressure can accumulate behind a wall and add an increased load on the wall if drainage provisions are not installed or not adequate for the conditions. The Keystone system has superior drainage features. The techniques below should be considered where the project drainage issues are present. 1. Basic drainage/unit drainage fill: Keystone's mortarless, interlocking system, with specific free -draining gravel drainage zone and corefill (see Figure E:3, below) allows proper drainage under most circumstances. Drain tiles should be routed to a storm drainage system or daylighted below or through the wall at every low point and/or 30 to 50 -feet on center. 2. Surface run-off: To reduce infiltration of surface drainage at the top of the retaining wall, place an 8 -inch low permeable soil cap (i.e. clay) above the reinforced soil and drainage fill areas. The upper 8 -inch low impermeable soil should be graded to flush with the top of cap elevation (see Figure E:3, below). 3. Drainage Swale: Some engineers and DOTS prefer a drainage swale at the top of the wall. To allow drainage down the swale, drainage swales can only be installed on walls that have one high point and the wall tapers down in elevation from that high point to the ends of the wall. SRWs tend to move slightly with time. To accommodate some movement, drainage swales should be constructed with relatively impermeable soil (clay) or asphalt. Drainage swales constructed with concrete tend to crack over time, either at the joints or elsewhere, or become separated from the expansion material between the swale and cap units. If a concrete swale must be installed, regular maintenance of any separations, cracks or joints should be anticipated (see Figure EA, page 51). 4. Embankment flow: When embankment ground water flow behind the wall is likely, place a drainage composite or chimney drain vertically against cut soil (see product suppliers for recommended coverage and installation instructions or drainage composite). The drainage composite or chimney drain should drain to an outflow pipe (i.e. drain tile) to remove water. Numerous cost-effective products are available to serve this purpose (see Figure E:3, below). S. Ground water flow: The effects of seasonally fluctuating ground water at the base of the retaining wall can be offset by placing a blanket drain along the base of the reinforced zone (see Figure E:3, below). E:3 - TYPICAL DRAINAGE WALL SECTION QV U1WP@W nr.wl FOOMOM . offibPoaoi«— _� »w ftWW n too"IE.er�r. n• Io 4 4w--,-- i.gr�Mgr �N�� tl iMlp� K � _ _ __ \; amd Son RMa�A 471 PhIWrOu�/a11r —� fae��iir«dOtwrW�Yr IYM+OMMy� PM � � /1�r M ©«rrRh► rrAp teon+w.w.rr.�r�I.a��Mu• � 5 «aatatwyyle�►wwrr j Facr+daban V^10 -00W IOQn1Yr �r t11i IW cierW wdr«ate wasomw Ir 0"W FVL Mod Omobir"rdw1i OMMYaIM/svOeYr �!w!1/. !'i Mr INewlb Irdnld Oi► I 61111baft" NOTES: • Rear drainage pipe should be included when: groundwater or seepage is present in retained soils; springs or seasonal seepage potential is noted in geotechnical report; reinforced soil is of lower permeability than retained soils. • Generally, additional drainage material such as aggregate drains and fabrics and/or drainage composite boards are used in conjunction with a rear drainage pipe, as directed. When above conditions are not present or groundwater conditions are not a factor, the rear drainage pipe may be omitted. • When required, size, location and specific drainage materials should be completed as directed by the site geotechnical engineer. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and to manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer 5Q I Keystone Construction Manual Retaining Wall Drainage Options E:5 - ALTERNATE RAISED DRAINAGE PIPE LOCATIONS (""MA kvpwsr�t Foundation Sall Kai OMW 000 LW 24- Und DriwmW FO Depth (TV Cnnhe[( Rock lw 3ne1 4• Penoraree [gra neje POO C,actoxraa If AIw ! etwx FwtSArd C+trAp 74- Donw, Gix W C3OWW MfA* FMMIQ NOTES: • Alternate raised drain pipe locations may only be used when (see Figure E:5, above): The grade in front of the wall is flat and does not allow for gravity outlet of a pipe below the wall or through the base course of block. There is no storm sewer system to outlet pipe directly into. • Alternate locations are only used when site geometry requires drain pipe to be raised in order to outlet at face. The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 51 EA - TYPICAL DRAINAGE/SWALE WALL SECTION FawShedGnM Fienift Pavegma (ato" Gauss 2 Mor call c� oaep s.oa a ImalloW 3 �kO t?�rt sur(nec UVefa j Kr mw Cap On# If LOO FiW"*SW Soi 1 AU bF 6iurrt•anet 8' Mon 1 Kaaskxeo 8lwA unl rti?a (;M"p0 E:5 - ALTERNATE RAISED DRAINAGE PIPE LOCATIONS (""MA kvpwsr�t Foundation Sall Kai OMW 000 LW 24- Und DriwmW FO Depth (TV Cnnhe[( Rock lw 3ne1 4• Penoraree [gra neje POO C,actoxraa If AIw ! etwx FwtSArd C+trAp 74- Donw, Gix W C3OWW MfA* FMMIQ NOTES: • Alternate raised drain pipe locations may only be used when (see Figure E:5, above): The grade in front of the wall is flat and does not allow for gravity outlet of a pipe below the wall or through the base course of block. There is no storm sewer system to outlet pipe directly into. • Alternate locations are only used when site geometry requires drain pipe to be raised in order to outlet at face. The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 51 Storm Drain Outlet The placement of storm drains perpendicular to the wall and outletting through the wall face are common. Since it is not possible to cut the block in a curve to fit tightly around the pipe, it is recommended that a cast -in-place collar be built around the pipe. The wall units can then be cut to the appropriate length and butted closely to the sides of the collar. Care should be taken to position the top of the collar within 1/2 - 1 -inch (13mm to 25mm) below the horizontal joint of the block above. This action will allow placement of the next course of units onto a wet set mortar bed to achieve horizontal wall alignment. E:6 - PIPE OUTLET C[^�atofcaP. [:n'.v -+ [:orlhtM Jan>r � I MOD Control Joint Cut Keyslono Crap l Inti KoYstana li6odc UM Concrete Coft wan Storm than Pipe [lusgn Sarna i'rotednon It Regwed Smu RoOndion M Rtpfeed f ttse Rrp Rnp cu Corxiatrt %W) Use Rp Rap or Concrete Slab to 000 Area m Ckrllnt Arm 1 NOTE: • The width of the poured concrete collar shall be an even increment of the 18 -inches block 1' bini Thickness Conaete Collar width. if Applrcatde NOTES: • A "control joint" should be constructed from the top of a concrete collar to the top of the wall. This control joint consists of saw - cutting a joint, from the face of the block back 3.5 -inches minimum at the midpoint of the units on every other course. • Provide splash block, concrete gutter or rip -rap for storm drain pipe outlet for scour protection, as required. i'he information contained herein has been compiled by Keystone Retaening Wall Systems` LLC and to the best of our knowledge, accurately represents the Keystone product used in the appy—t-, which are Ilustrated Final deterr,mat- of the su ,b,hty for the use contemplated and 'its manner of use are he sole responsibility of the user. Desgn and analysis shall be performed by a qualified engineer. 52 1 Keystone Construction Manual Barriers: Introduction Keystone walls can readily be installed with many types of barrier systems. There are two main types of barriers: pedestrian fall protection devices and vehicular barriers. Pedestrian fall protection devices come in various forms such as railings and fences. Most public design codes require some form of fall protection when a retaining wall reaches a specified height. Please contact your local building officials for code requirements in your area to determine if and when a fall protection device is required for your retaining wall. Keystone recommends fall protection be installed for all walls over 3 -feet (0.9m) in height. In general, vehicular barrier systems typically fall into two categories, flexible guide rails and rigid impact barriers. Flexible guide rails are the most common traffic device due to the simplicity of installation and the fact that they are typically more cost effective than a rigid option. When a flexible guide rail is not an option, typically due to traffic type or insufficient room, often times a rigid cast -in-place (CIP) concrete traffic barrier is the next best solution. CIP concrete traffic barriers are most commonly used in DOT applications, but can also be specified in private application roadways with heavy traffic areas. CIP concrete traffic barriers can vary greatly by the application type, location, or design codes. Refer to state DOT agencies for specific details related to traffic barriers and MSE walls. Guide Rails When installing a guide rail with a Keystone wall, there are three important guidelines that must be met as mandated by The American Association of State Highway Transportation Officials (AASHTO). 1. The guide rail must be located a minimum of 3 -feet (0.9m) from wall face. 2. The guide rail post shall be placed a minimum 5 -feet (1.5m) into the ground. 3. The guide rail shall extend through a minimum of 2 geogrid layers. There are a number of installation methods for a guide rail with a Keystone wall. Always reference the project -engineered drawings for the preferred installation method. Preferred method: sleeves can be installed during construction to allow for the placement of guiderail foundation posts after wall construction. Steel posts can be driven into the ground after wall construction. Care should be taken to ensure that a sufficient depth of compacted soil is in place above the upper layer of geogrid prior to driving any post systems. Displaced wall units or geogrid reinforcement should be repaired. E:7 - GUIDE RAIL WALL Cwaoa i Kf ,%" C60 UM c 10-r*m boa UM 1 1 " t � t t�f2t'?t*.r:• f" 1'6: \{-1 `4t' •::P f <T^'i Gtm7id The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro" 1 53 Barriers: Fencing Options Fences can be placed at the top of a Keystone wall with fence posts placed behind the Keystone units. The choice, location, and compliance with local codes of the appropriate fall protection system, is the responsibility of the owner and site engineer. Follow these procedures for proper installation of fence posts with Keystone walls. 1. Install the Keystone wall per general installation instructions. 2. Fence posts positioned behind the Keystone units may be installed and anchored using a variety of installation methods. E:8 - FENCE POST OFFSET Fnnw PW Few" Ono IiriMoIMCIMUIM h VAYW M910*UM f Awa foe f ea Mrt aMM POW C AW Aftr 111W PMlnwlult E:8 • Fence post placed at least 3 -feet behind wall face shall extend a minimum 2 -feet in the ground. E:10 • The rigid sleeve or form should be placed during the wall construction at the horizontal location. Do not auger through the geogrid after wall construction. • Place 3 -4 -feet (min. depth) of sleeve or form passing through a minimum of two layers of geogrid when placing sleeve directly behind unit. E:9 - INTEGRATED SIDEWALK & FENCE r W p4rr 6M9 r, .� Cs'ikr al f war r'•nl Cower• Wi +• IRKserMd i.b)¢ !?dHeM.4� 4lMwep r...'.N C.lerte 6 nr. r s� K.y stse (!ctrl UM E:10 - FENCE MINIMUM OFFSET �! 19Mn FrrMMd Ord - KI/dorM MoR Uri Vj+ `- aw6b"aF ililli Ma Pour C,arolrb A1W P*0 FMornw'1 The information contained herein has been compiled by Keystone Retaining Wall Systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 54 I Keystone Construction Manual Terraced Wall Application Terraced Keystone walls can provide a visually appealing solution to grade change. Slope conditions below, between and above the walls, soil conditions, and the horizontal distance between the walls will impact terraced wall design. In many cases, the geogrid lengths of the lower wall will be longer than typical to satisfy stability requirements. Always consult a qualified design professional for assistance with ter- raced walls. E:1 1 - INDEPENDENT TIERED GRAVITY WALL rLwPomwoom I�ldtlr-;Il�ll.-eft =I E33 I Retained Svfl off Loft 3e=[i= NOTES: • For gravity wall designs and for individual walls to behave independently of each other, the horizontal distance between walls must be at least (2H), 2 x design height of the lower wall. If the distance between the walls is less than 2 x design height of the lower wall, the lower wall must be designed with upper wall loading consideration. Always consult with a qualified engineer for geogrid reinforced and tiered wall designs. Lower wall height must be greater than upper wall height. All grades around all walls must be level. • Railing or fall protection, as per local codes. E:12 - TIERED REINFORCED WALL F- c�na o�o�► t J- Me.a�.,r rwn�w. I->K.rr�.aoue. R,Cifproed S� d Ea MUM Rctalnrd So i rRM Sf -1 '! �tfti�ro� t >5111wI�l�Mi Foundshan Sw! The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 55 Planting Guidelines E:13 - PLANTING LIMITS BEHIND WALL K�utxe Urrrc I>ra 1 r I cm W-4 Gari ULt* r Planting 1. Only the top layer of the geogrid may be cut to allow planting of tree ball. Avoid disturbance of adjacent reinforcement. Mature tree height should not exceed 8 feet. 2. Extreme care should be taken if installing irrigation systems directly behind the wall so as to not damage the soil reinforcement during installation or have potential leakage into the retaining wall system. Leaking irrigation lines can saturate the backfill and create hydrostatic pressure and wall movement. 3. Utilize a root control barrier as required to avoid pressures or growth through the Keystone block units. 4. Numbers in parenthesis are for example only. NOTES: • All planting offsets shall be a minimum of 2 -feet plus the root ball opening diameter as measured from the face of the wall. • Lateral spacing between the openings shall be a minimum of 3 x the largest opening diameter. • If trees are placed closely together and cutting of geogrid becomes excessive, consult with your wall design engineer or Keystone representative. The information contained herein has been compiled by Keystone Retaining Wall Systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 56 1 Keystone Construction Manual Regal Stage Pro• 1 57 F_ Segmental Retaining Wall Care, Operations and Maintenance Guide The segmental retaining wall (SRW) is constructed of concrete masonry units, geogrid soil reinforcement fabric, and compacted backfill. The structure's performance is sensitive to any post -construction activities that may damage components, increase loading conditions, and/or reduce overall stability. The following list is intended to provide guidelines for the proper care of an SRW. 1. The area behind the wall that contains geogrid soil reinforcement (reinforced zone) is the primary structural component of the wall system. Do not, under any circumstances, excavate through, drill through, or otherwise damage this reinforcement fabric without written approval of the design engineer of record. 2. The drain tile line at the base of the wall should be stubbed out to daylight or connected to adjacent drainage systems. Insure that all connections are made to proper drain outlets and that any drain outlets to daylight are not buried. 3. The Keystone wall is normally constructed over a crushed stone base. No digging or excavation should be done within 3 feet (0.9m) horizontally from bottom face of wall or to such depth that would compromise the integrity of the wall foundation. 4. All water must be diverted away from the base of the wall to avoid erosion and undermining of the foundation after installation. This includes temporary site grading during construction and final site grading. 5. Landscape watering and surface drainage above the wall should be designed in consultation with the civil and geotechnical engineer and performed in such a way as to avoid standing water, water cascading over the wall, and infiltration (saturation) of the reinforced zone. 6. Do not increase the height of the existing wall as constructed with more block units without the written approval of the design engineer of record. 7. Do not add a slope or increase the steepness of a back slope beyond what was considered in the original grading plan and wall design without written approval of the design engineer of record. 8. Do not add additional surcharges within a lateral distance of twice the overall height of the structure(s) without written approval of the design engineer of record or unless considered in the original wall design. This would include fences, sound walls, landscaping walls, swimming pools, buildings, garages, etc. 9. Do not operate heavy equipment within 4 feet of the top of the wall face. The surcharge from equipment weight can push the upper wall units out, resulting in misalignment. 10. Segmental retaining walls are flexible structures (vs. rigid, as in CMU walls) and may experience some post -construction movement. All structures (i.e. sidewalks, pavements, curbs, trash enclosures, utility lines, etc.) should be designed to handle some ground movement and not be connected directly to the wall units. 11. The retaining walls should be periodically inspected to verify that drainage measures are functioning properly, and that erosion has not occurred along the top, ends, or bottom of the wall. Any unanticipated movement or deflection of the wall system should be noted and evaluated by a qualified engineer. 12. Over time, the wall face may begin to show a white flaky material which may be especially noticeable post -construction. This material is called efflorescence. Efflorescence occurs when moisture evaporates from the wall face, and the naturally occurring soluble salts and bases, or the calcium carbonite (calcium hydroxide in the cement mixes with carbon dioxide in the air) is left on the face. This efflorescence is only an aesthetic concern and will not affect the structural performance of the wall. Efflorescence can typically be removed by dry brushing followed by flushing with clean water. In tougher cases, power washing with clean water mixed with muriatic acid solution will also aid in the removal of efflorescence. The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, urately represents the Keystone produce used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 58 1 Keystone Construction Manual i — Z D Z � � m KIM &i a Us wait �- - } �x _ T rIKE � f N k m n O Z .REG AL STONE PRO°i ROCKFACE 3 -PC' m n D m D y Z — - - -- _ z -i m — Z D Z � � m KIM &i a Us wait �- - } �x _ T rIKE � f k .REG AL STONE PRO°i ROCKFACE 3 -PC' DISTRIBUTED BY: We reserve the right to improve our products and make changes in the specifications and design without notice. The information contained herein has been compiled by KEYSTONE and to the best of our knowledge, accurately represents the KEYSTONE product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. 1 F®STONE`" F STONE - I LK A-11NS WALL STS- L®HAHDSCIPES www.keystonewalls.com www.keystonehardscapes.com f00@in fVUG@in 02020 The QUIKRETE Companies - Patents Pending • KHS 01/2020 T P-1 5 0 U ---e IV-\ v" e, U,-) 04 0.�> 0 tc 'v) } Pt° e deed Ro.4 t a w'VI \t� .�---6-�---�j:----�_�- �:' ylnll (-� UVJ J "X►M uM WALc: —T H rF lrkT= S—� i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0-3 F ��..,- rit 1 _ Job Address: i (� Permit Number: za� t ; ❑ No one available for inspection: Ti Re -Inspection required: � No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspoc to Dat Inspecto --- DO NOT REA46VE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201901879 PERMIT NO: 201901879 ISSUED: 09/10/2019 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 09/09/2020 JOB DESCRIPTION: Remove 1 interior wall, add master bathroom, remodel kitchen and 2 bathrooms, relocate laundry room - 2,000 sq ft total **REVISION: Removing existing concrete porch, building front deck with roof over hang. Square footage: 250 Added valuation: $1000 **REVISION 2: Replace concrete retaining wall; height 5 ft.; Added valuation: $2,200.00 *** CONTACTS *** OWNER (303)809-4625 HAMMOND ERIC GC (303)870-2846 ERIC HAMMOND 160155 HAMMOND HOME INVESTORS LLC SUB (720)460-6154 NATHAN J CORDOVA 190123 NMC ELECTRIC SUB (303)953-2599 Clyde Sweetalla 160214 Mr. Green Plumbing SUB (303)653-1601 DEVIN SHERK 190141 COAL CREEK HEAT LLC *** PARCEL INFO *** - ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 86,195.00 FEES Total Valuation 0.00 Plan Review Fee 667.81 Use Tax 1,810.10 Permit Fee 1,027.40 ** TOTAL ** 3,505.31 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Remodel PERMIT - 201901879 201901879 7235 W 33rd Ave Remove 1 interior wall, add master bathrooms, relocate laundry room - ISSUED: 09/10/2019 EXPIRES: 09/09/2020 bathroom, remodel kitchen and 2,000 sq ft total **REVISION: Removing existing concrete porch, building front deck with roof over hang. Square footage: 250 Added valuation: $1000 **REVISION 2: Replace concrete retaining wall; height 5 ft.; Added valuation: $2,200.00 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally autho ' to include all entities named within this document as parties to the work to be performed and that all ork to a performed ' isc sed in this document and/or its' accompanying approved plans and specifications. nat6r'6f__0WNER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance orgran ' of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app ' le code ora rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of V`Iheat Image COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: 0� n �) V/►�'I l Add to Permit #.(� Iq (((lwyyylaaa Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. * Property Address: t) Property Owner (please print): (t, C� j:jq /r'1 M 0 "t (y Phone: -5D�3�8Q� • �G�� Property Owner Email: Mailing Address: (if different than )pr/o�perty address) o Address: 5^5 7 7 Mt-&CY,4-1-L- 04 - City, State, Zip: Gi�T / {�/J 4�0. j0/o9-8 Submitting Com any: Contact Person: Phone: Contractor:(-�'����� Contractors City License #: /(c /5 5� Phone: Contractor E-mail Address: Q� ✓►r�.�N�"/-�p�� G • e-� Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Z , / / © ! r t / P,qo LA G� G O N C I?2-le KC ��'`�5 W 4 L. (�' p�� 7 ►ill /C�� -3Locle-• /fix A,54-1 S'G 1i Sq. Ft./LF , 2 Btu's Amps Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 11) -1 V a I— ONN'NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: WNE �ONTCTOor (AUTHORIZED REPRESENTATIVE) of WNER) (CONTRACTOR) PRINT NAME: G 1'-e—vY4"hAd SIGNATURE: DATE: 7--7i -Jof ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMM TS: Reviewer: 51(ot00Z�7 PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District 11 Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 2-u v VL 9 iF- 4 'fin L� Mei {�• • L � ,.. �'�.� .. .. nub _ �f : , � _ , M . h� . � •iy,,-[-`� �' � Y 3 - y � r+(���FV' 1�`�tf�L.� r L® �y�i�M I ,R,.� � S '6A *� i`�'!� lii.S l •�� � � .�r� c � 99 'i.y �,M1 f'm �7 t� .- � ..J r , -� I� ��J 4si �• • � i -{r f 4 ._ �4L. ������^� .'"'-•�_� "' _..... _ ...'"y"a,�,}�f �iY%ham �t��� ♦M r ' T - + r �I I L, A,)� A Keystone Construction Manual , J 77 A Keystone Construction Manual TABLE OF CONTENTS Definitions...............................................................................4 Introduction.............................................................................6 Section A: Basic Installation.....................................................9 Installation: Step-by-Step..................................................................10 Section B: Design/Estimating Charts.....................................20 GravityWalls......................................................................................22 ReinforcedWalls...............................................................................23 Section C: Construction of Corners & Curves .......................28 90° Outside Corners..........................................................................30 900 Inside Corners............................................................................33 Concave (Inside) Curves...................................................................36 Convex (Outside) Curves.................................................................38 Section D: Wall Finishing Options.........................................40 Caps...................................................................................................42 Capping: Straight Walls....................................................................44 Capping: Curved Walls.....................................................................45 Section E: Common Wall Construction Details ......................46 Water Applications...........................................................................48 Utilities................................................................................................49 Drainage............................................................................................50 Storm Drain Outlet............................................................................52 Barriers: Introduction.........................................................................53 Barriers: Guide Rails..........................................................................53 Barriers: Fencing................................................................................54 TerracedWalls...................................................................................55 Planting...............................................................................................56 Segmental Retaining Wall Care, Operations - - & Maintenance Guide............................................................58 Regal Stone Pro® 1 3 4 Definitions AASHTO —American Association of State Highway and Transportation Officials ASTM — American Society for Testing and Materials Backfill — Soil used to replace a zone of excavated soil. Backslope — The angle of the slope or finished grade located behind the top of the wall, usually expressed in a ratio such as 3:1 (3 -feet horizontal to 1 -foot vertical) or in degrees,18.4° or in percent, 33%. Base Course — First row of Keystone units placed on top of the leveling pad. CIP — Cast -in-place concrete. Compaction — Mechanical effort used in densifying soil to a defined minimum percentage of the maximum compacted density of the soil. See ASTM D698 and D1557 for reference. Core Fill —See Unit Drainage Fill. Course — A horizontal layer or row of Keystone units. DOT — Department of Transportation Drainage Composite — Three-dimensional geosynthetic drainage medium encapsulated in a geotextile filter, used to transport water. Drainage Pipe — A perforated or slotted PVC pipe manufactured in accordance with ASTM D3034, or corrugated HDPE pipe manufactured in accordance with AASHTO M 252, used to transport water away from the drainage zone or reinforced backfill. Drainage Zone — A predetermined depth of clean crushed angular stone located within and behind a Keystone unit to prevent the development of hydrostatic forces on the Keystone wall facing. Also see Unit Drainage Fill. Embedment — Depth of retaining wall below existing or proposed ground in front of the wall. Exposed Wall Face — The exposed visible portion of the retaining wall when installed. Extensible Reinforcement — See Geogrid. Foundation Soil — Either in-situ soil or compacted backfill, located beneath wall leveling pad and reinforced fill volume. Geogrid — A synthetic extensible structural soil reinforcement element formed by a regular network of integrally connected tensile elements with apertures of sufficient size to allow interlocking with surrounding soil, rock, or earth; functions primarily as reinforcement and is typically a HDPE or Polyester material. Geosynthetics —A range of generally polymeric (plastic) products used to solve civil engineering problems. Geotextile Filter Fabric — Material is used for a separation and filtration of dissimilar soil types; typically consists in two forms, woven or non -woven synthetic fiber (polymer -based). Global Stability — The general mass movement of a soil - reinforced retaining wall structure(s) and adjacent soil masses and slopes. HDPE — High -Density Polyethylene IBC — International Building Code Impermeable or Low Permeable Soil — Soil with clay content used to prevent water percolation into the drainage zone and the reinforced backfill behind the retaining wall. Inextensible Reinforcement — Galvanized steel soil reinforcement. Keystone unit — A concrete retaining wall element, machine - made from Portland cement, water, and aggregates by a Efflorescence — A whitish substance that can naturally occur Keystone manufacturer. on all concrete products. Efflorescence occurs when salts from within the concrete unit are transported to the exterior surface Leveling Pad — Material used to support the Keystone unit, by water or from external chlorides. typically compacted crushed stone material or unreinforced CIP concrete. The information contained herein has been compiled by Keystone Retaining Wall Systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Keystone Construction Manual Definitions Modular Block — See Keystone unit. MSE — Mechanically Stabilized Earth NCMA — National Concrete Masonry Association Parapet — Keystone units or CIP concrete installed above finished grade to create a freestanding wall that does not retain soil. Polyester — A polymer fiber used in the production of geogrids. PPE — Personal Protective Equipment, i.e.: hard hat, gloves, eye protection, boots, etc. PVC — Polyvinyl Chloride; a thermoplastic polymer. Reinforced Soil (Reinforced Backfill) — Compacted soil that is placed within the reinforced soil volume as outlined on the plans. Reinforcement — See Geogrid. Retained Soil — In-situ soil or compacted backfill located directly behind the reinforced soil volume or gravity wall system. Segmental Wall Unit — See Keystone unit. SRW — Segmental Retaining Wall; i.e., multiple Keystone units installed to create a retaining wall. Surcharge — Any loading imposed on the soil behind the wall that exerts an additional force on a wall structure. Surcharge loadings are assumed to be uniform live or dead loads. Surcharge -slope —Any additional loading imposed on the wall structure due to backslope conditions behind the wall. Swale — A ditch or depression in the soil at the top or bottom of the retaining wall used to divert water to another location away from the wall. Toe Slope — The slope angle of the soil located in front of the wall base, usually expressed in a ratio such 3:1 (3 -feet horizontal and 1 -foot vertical) or in degrees, 18.4° or in percent, 33%. Unit Drainage Fill — Free -draining crushed stone that is placed within and immediately behind the Keystone concrete units, measuring 2 -feet in total depth from the proposed wall face. Also see drainage zone. Wall Batter — The wall face angle measured in degrees from vertical. The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® Regal Stone Pro® Series DESIGN AND BUILD WITH CONFIDENCE Our Regal Stone Pro' series includes a comprehensive assortment of face styles to satisfy virtually any aesthetic requirement. Having a block design proven by an extensive field performance record and supported with technical resources, this rear -lipped Regal Stone Pro® series has become a trusted favorite of specifiers, installers, and owners alike. ......................................................................................................................................................................... Beveled Deco RockFace Smooth Straight Tri -Plane Regal Stone Pro Medley Aliv 11 Left Score Straight Score Right Score Isometric o� Elevation Regal Stone Pro RockFace 3 -pc -001-1 Small Medium 1 Large Plan 1 ta.�. Note: Unit weights, dimensions and availability vary by manufacturer. Please contact your local representative. The information contained herein has been compiled by Keystone Retaining Wall systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 6 1 Keystone Construction Manual RockFace 3 -pc Beveled Deco RockFace Smooth Straight Tri -Plane Medley Small Medium Large Unit Height 8 8 (in.) Unit Width 17.9 17.9 18 17.9 18.6 17.9 18 7 11 18 (in.) Unit Depth 12 12 (in.) Face Area0.99 0.99 1.00 0.99 1.03 0.99 1.00 0.39 0.61 1.00 per Unit (SF) Unit Weight 76-84 28-32 47-53 76-84 (lbs.) Volume of Voids to Tail 0.42 0.20 0.30 0.42 (CF) Note: Unit weights, dimensions and availability vary by manufacturer. Please contact your local representative. The information contained herein has been compiled by Keystone Retaining Wall systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 6 1 Keystone Construction Manual IS Pop- 2 000050 p-ifigi ii rrrrr0`M0i1illl ��� Sr4L _� 44 i' �i J• I. Tl*� yrses W. - hom J w ..:J� '�'d'y�st ♦ d�►�` a _`.��,�,,;,�.-tz ,,•4, - =�. VIA Oil W= + y -1 Yn tr` 1 i 1. � \ •- '�. .a. -t+^' j � �' � ,I 171. tiw. � AW r• � iY,�; .K'�-"�'yeM�•�1—' -il 1. i F-�. Y a Y sP'ryJy,f`�'4a'y� ' .l::. .._5ti �? h.�.7F'� i . � J'�'f'� r .. „t '—T J�t^•-'-ti���Y�ai,�. REGAL STONE PRO- ROCKFACE 3 -Pt A it tsY k� EVENT CENTER f" 1 r J •.1 $199 Southpark Court`'?'' T imy L r J w ..:J� '�'d'y�st ♦ d�►�` a _`.��,�,,;,�.-tz ,,•4, - =�. VIA Oil W= + y -1 Yn tr` 1 i 1. � \ •- '�. .a. -t+^' j � �' � ,I 171. tiw. � AW r• � iY,�; .K'�-"�'yeM�•�1—' -il 1. i F-�. Y a Y sP'ryJy,f`�'4a'y� ' .l::. .._5ti �? h.�.7F'� i . � J'�'f'� r .. „t '—T J�t^•-'-ti���Y�ai,�. REGAL STONE PRO- ROCKFACE 3 -Pt A it tsY k� EVENT CENTER f" 1 r J •.1 $199 Southpark Court`'?'' T BASIC INSTALLATION This section will take you through the step-by-step process of installing your retaining wall. Covered in this section is a basic gravity wall installation and also installation procedures for geogrid reinforced walls. While this section may not cover every construction issue you may encounter on your project, it gives a basic overview and helpful hints for the installation of a Keystone retaining wall. Tools and materials that will be required: • 12 -inch, 48 -inch, 72 -inch levels • Tape measure • Shovel • Excavating equipment • Personal protective equipment (PPE) • 5 -Ib dead blow hammer • Heavy hammer and masonry cold chisel • Stringline • Compaction equipment (determined by size and scope of wall) • Concrete saw • Block splitter • Keystone structural units and caps • Structural geogrid, if required • Unit drainage fill • Backfill material • Leveling pad material • Exterior grade concrete adhesive • Geotextile fabric • 4 -inch drainage pipe Regal Stone Pro" 1 9 L r� Installation: Step -by -Step 1. Site Examination / Permitting Select the location and length for the retaining wall. Call before you dig! In the United States, calling 811 before every digging job gets your underground utility lines marked for free and helps prevent undesired consequences. Digging without calling can disrupt service to an entire neighborhood, harm you and those around you and potentially result in fines and repair costs. Take the necessary measurements, prepare plans, research zoning requirements for your area and obtain proper building permits for your project. Local permitting may require a soils investigation and/or engineered documentation and drawings. Knowwhaes beim 15 - Call before You dia 2. Excavation / Embedment Verify that the layout dimensions are correct and excavate to the lines and grades shown on the construction drawings or to field dimensions. Remove all surface vegetation, organic soils and debris, and verify that the foundation subgrade is in proper condition prior to leveling pad installation. Do not proceed with installation until soft soils or any other unsatisfactory conditions have been corrected. Embedment Recommendations For small Keystone gravity walls, a minimum of 6 -inches embedment is required. For reinforced soil Keystone walls, the minimum depth of embedment as a ratio to wall height may be determined in the provided table (page 11). The information contained herein has been compiled by Keystone Retaining Wall Systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 10 1 Keystone Construction Manual Installation: Step -by -Step A:1 - ELEVATION atoo�sg r•� 6' K�stone �odE Uri, 6'at� � �mboemsnt10.1a1� ' r / f Etevdbon NOTES: • Project plans, specifications, and design codes may require minimum embedments that exceed the minimums shown here. • The required embedment depth for Keystone walls may become a controversial issue. The International Building Code (IBC) recommends a 1 -foot minimum or below prevailing frost depth, whichever is greater for foundations. AASHTO recommends a 2 -foot minimum or below prevailing frost depth, whichever is greater for retaining structures. These minimum recommended depths are based on rigid foundation systems and are not totally applicable to SRWs, which can function properly with significantly less embedment. The proper embedment depth is a function of the structure size and type, the underlying soils, and the site geometry, especially toe slopes. It is important to properly inspect the foundation area when excavated, determine the limits of removal and replacement of unsuitable materials, and then confirm the final embedment depth for stability and bearing given the site conditions. Sloping Toe The minimum embedment required with a 3:1 or steeper slope in front of the wall should be based on the establishment of a minimum 4 -foot horizontal bench in front of the wall and establishing a minimum embedment from that point. Fill slopes usually have poor compaction near the edge of slope, and all slopes are subject to erosion and superficial instability (see Figure A:2, right). The depth of embedment should be increased when any of the following conditions occur: • Weak bearing soils • Potential scour of wall toe • Submerged wall applications • Significant shrink/swell/frost properties of foundation soils • Global stability concerns Slope.-. Minimum requirement - 0.5' Horizontal (walls) H/20 Horizontal (abutments) H/10 3H:1 V H/10 + 1.33' 2H:1 V H/10 + 2' A:2 - EMBEDMENT CROSS SECTION VT Height, H 4' d°°nAieW or X30 Gec�ynthefic _ rcement .I i Levelli^9 p -d The information contained herein has been compiled by Keystone Retaining Wall Systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 111 Installation: Step -by -Step oi�* A:3 - BASE LEVELING PAD r + C � f L ■re Vallon Lm»s b . Q- — S -L n NOTES: • Construct leveling pad with crushed stone or 2,000 psi t unreinforced concrete. • The leveling pad foundation is to be approved by the site geotechnical engineer prior to leveling pad placement. • Remove rear lip from units placed in contact with leveling pad. 3. Prepare the Base Leveling Pad Start the leveling pad at the lowest elevation along the wall alignment (see Figure A:3, below). The minimum leveling pad width shall be unit depth plus 12 inches. The leveling pad shall be level front -to -back and side-to-side and consist of 6 inches of well -compacted (95% standard proctor or greater) angular granular fill (road base or Y2 -inch to Winch crushed stone). Lean unreinforced concrete (2,000 psi minimum) is also acceptable to use as a leveling pad. Step the leveling pad up in 8 -inch increments at the appropriate elevation change in the foundation. Do not use rounded material (i.e. PEA GRAVEL or SAND) for leveling pad material. The infonneoon contained h—n has been o rnpl•d by K.W— a.wnri q We" Sy"ns" ns" uc -Mt- the best -f— b-Wl••ds•. •o=M* .•w•+•^ti tl» KMt— wod d t••d in"rod.cati—,+Mich a• mu.vm.d Find detennin~ of the wibbility for the tue mn w*ated and ib manner of— aro the -6 r opomiltift d"war. Design end analysis.hell ba p•rfwm•d by a 9udif ed ynea.. 1 2 1 Keystone Construction Manual Installation: Step -by -Step 4. Install the Base Course The first step is to remove the rear lip of all base blocks using the heavy hammer and chisel so that the units can lie flat on the leveling pad. Place the first course of Keystone units end-to-end, with face of wall corners touching (do not leave gaps between units) on the prepared base. Ensure that all units are in full contact with the base and properly seated by gently tapping each block corner with the dead blow hammer as required. Level the first course front -to -back, side-to-side, and unit -to -unit down the length of the wall. At base elevation changes, maintain a minimum embedment at step-up locations. A level base course is critical for accurate and acceptable results. (See Figure A:4, below.) Lay out corners and curves in accordance with the "Corners and Curves" section of this manual (page 29). AA - LEVELING PAD Last lh�a �+da to .f 4 tLeM Unit f too 40 Back The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 13 Installation: Step -by -Step A:5 - DRAINAGE PIPE DETAIL 5. Install Unit Drainage Fill, Drainage Pipe, Backfill and Compaction Install drainage pipe behind wall unit and outlet drain to storm system or daylight. See drainage section for additional details (page 50). Once the units have been installed, fill all open spaces between units and open cavities/cores with 1/2 to 3/n -inch clean crushed stone unit drainage material to a minimum total distance of 24 -inches from wall face. Place the wall backfill behind the unit drainage fill in maximum 8 -inch lifts and compact to 95% standard proctor density or 92% modified proctor density with the appropriate compaction equipment. Use only hand -operated equipment within 3 -feet of the retaining wall face. 1 a.=stied [xane Reinforced Soil iY � 1 F ntisdnxs tt t )IR7d 4n l' ,yhr^^ of 6• Foundation Soil 6• Leve" Pad (uusMA 6UM tt Urwewftced C 'aeter NOTE: • Drainage pipe should maintain positive drainage to daylight; outlet the drainpipe at low points every 30 to 50 -feet on center at ends of wall, if appropriate. Alternatively, a raised drain may be utilized per the detail on page 51 of this manual. The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 14 1 Keystone Construction Manual Installation: Step -by -Step 6. Install Additional Courses r Remove all excess unit drainage material from the top surface of all the units. Center the next course unit at the point where the two V units below meet, fitting the lip against the back face of the lower units. Push the units toward the face of the wall until they make full contact with lip. (See Figure A:6, below.) Check level front -to -back f' and side-to-side, shim the units or grind as necessary. It is important to check level front -to -back and side-to-side on every course to maintain proper wall batter and alignment. Proper shimming materials can be any non -degradable material, including but not limited to, asphalt shingles, scrap pieces of geogrid, etc. Shimming of block is not allowed on courses with geogrid reinforcement. Continue backfilling, installing additional units and checking level to the desired top elevation. Follow wall unit and unit drainage fill installation closely with backfill. Maximum stacked vertical height of wall units prior to unit drainage fill, backfill placement and compaction shall not exceed 2 courses, unless special construction techniques are employed to ensure complete filling of all units with unit drainage fill. For gravity walls, continue this construction sequence to complete the wall and proceed to Step 9. For geogrid reinforced walls, continue with Step 7 and Step 8. A:6 - BLOCK CONNECTION DETAIL cep- uwE. Bkvh C., Tagr of 4oaw s amt We ll Fayard so Ill Raw Lip W A3#r Li'1 s' tl9Q lEkUCk Gd9eptM NN ear& �� u,e l�axa.� taw .r The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engin er. Regal Stone Pro® I is Installation: Step -by -Step 7. Structural Geogrid Installation Start at the lowest wall elevation where a geogrid layer will be placed. The geogrid elevations, depths, and strength will be specified in the engineered design for the wall. Measure and cut the geogrid material to the specified length. Orient geogrid with highest strength axis perpendicular to the wall alignment. Lay geogrid horizontally on compacted backfill within 1 -inch of the face of the lower block (see Figure A:7, below). Ensure that the core fill and unit drainage fill is flush with the top of the lower unit prior to geogrid placement. Geogrid will be placed in pieces side-by-side (100% coverage) with no gapping or overlapping in a continuous layer along the length of design geogrid elevation, unless a change in elevation is specified in the design. Install next course of units over the geogrid to secure in place. Tension the geogrid by pulling it towards the embankment. Place a stake through the end of the geogrid into the ground or place fill over the back edge of geogrid to hold it taut and in place. Do not excessively tension geogrid; this may pull units out of proper alignment. A:7 - GRID CONNECTION c�a �' 'r 1'E Sa�loac lhmlrrmc Sw r -e s Iht9 n•,nldl �'. ?4 ILgn"fdl Tta*- Grid ConnPelion Section Isom®trir. NOTES: • Geogrid is to be placed on level backfill and extended within 1 -inch of the front face of the block unit. Place next unit. Pull grid taut and backfill. Stake as required. • The roll direction is the strength direction of the geogrid. Geogrid is rolled out perpendicular to wall face. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 16 1 Keystone Construction Manual Installation: Step -by -Step I z 8. Reinforced Backfill Placement Proceed with placement of the unit drainage fill and the backfill in the reinforced zone. Specifications for the material to be used as backfill in the reinforced zone should be defined in the engineered plans. Place this material nearest to the units, moving progressively toward the staked end of the geogrid. This procedure will keep the geogrid under tension. Compact the reinforced and drainage fill material to a minimum 95% standard proctor density (ASTM D698) or 92% modified proctor density (ASTM D1557). Or see compaction requirements stated in the engineered plans. Install additional courses as described in Step 6, until the next reinforcement elevation. Repeat Steps 7 and 8. Only hand -operated compaction equipment can be allowed within 3 -feet of the back surface of the units. At the end of each day's operation, grade the backfill away from the wall and direct runoff away from the wall face. 9. Capping the Wall Complete your wall with the appropriate Keystone capping units. These units are available in a variety of sizes and shapes. Availability of these units will vary by region. For cap unit descriptions and placement variations see the section, "Wall Finishing" (page 41) of this manual. Sweep the lower units clean and make sure they are dry. Use exterior grade concrete adhesive on the top surface of the last course before applying cap units (see Figure A:8, below). A:8 - SECURE THE CAPS Plow Cap Una oe I KIWW prase t awete A a 811113 SWWW car and Cvn pork c I t t1nft 8ada.r r rr r ' r EANIM Grade t Cowmte Adhw me The information contained herein has been compiled by Keystone Retaining Wall Systems- LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 17 Installation: Step -by -Step 10. Finished Grade and Landscaping The Keystone retaining wall is now complete. Final grading, planting or other surface material can now be put into place. Typically an 8 -inch thick layer of low permeable soil is installed as the final layer of material. This is to help prevent water infiltration to the retained or reinforced zone of the retaining wall. Remember that finished grade conditions affect the wall's performance. Fill placed behind the wall should be graded to flush with the top back of the cap unit. Such conditions should not be altered from the original design. Loadings that include slopes, parking lots and buildings should be maintained as designed. Any changes to the top -of -wall finished grade must be evaluated prior to wall completion (see Figures A:9 -A:10, page 19). The info—b— —tswd hwwn has been w q+1ed by Ksynone Retnnug Wall Syvtw O LLC and to the best of ow knwledga, aawotely rpresanis the Kayo« produa used in the appliutbn whKh aro dlustrat�d Final detenn,nsbo of the sunab ny for the use contemplated and a v— of use ans dw sok ren—s'Wity of the user Dmgn and analysis shell be pwforwd by a qualified "neer. 1 a I Keystone Construction Manual Installation: Step -by -Step A:9 - GRAVITY WALL ► frnstwd Gsrsae $' LOW Plamtettllle Sod rcesyntane cep Uil NOTES: • Drain should be at bottom of wall when possible. Utilize raised drain location when bottom of wall drainage is not possible. • See Drainage Section (page 50) for additional details. A:10 - REINFORCED WALL R' I all PenrAel Sm' Keyrsilonv Civ Unit I r K&jS6dft Mod UM Reinforced Soil TntV WnN Hsa�d 24'LIM Drena" Fa h I 4314' Gnl*AW Rock of $Wl +t Fxr.dv„a�:i Gird Depth Retained $oo4 Fess "Grow t � t•mbmdmsrtl a' Pvfft will tryuaxafle r, r" Lc a£ax3t�xl Gcaircse+ra F ." F ahnc t0ustw_+d ftnG Of Ill to Ih3ytuyh' in$ 14' t�iaeR+/arp Callivi ls) Stom= Drapt Founda6cut Sad The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 19 Ku on * hock uralFar F4t1Cnt 24'(Rin )tend Lkaaiage I rt' U eptlr (>� Rpulrad) \-A(3(4- Crushed Rack Slone) Total 0 dl ApproFiirnats tiiaifs Emeedm.nl rooliheda e Grade 1 4' Pe rbraled Or i age FVH 6' - — 8' Love" Pad Geolvdille Ffrltr FaWw. (Cxustted Stone or oil" 6D 0600M or 14' Irr�rcwifrrpedC+onttale) swirntoml Foundation SO] NOTES: • Drain should be at bottom of wall when possible. Utilize raised drain location when bottom of wall drainage is not possible. • See Drainage Section (page 50) for additional details. A:10 - REINFORCED WALL R' I all PenrAel Sm' Keyrsilonv Civ Unit I r K&jS6dft Mod UM Reinforced Soil TntV WnN Hsa�d 24'LIM Drena" Fa h I 4314' Gnl*AW Rock of $Wl +t Fxr.dv„a�:i Gird Depth Retained $oo4 Fess "Grow t � t•mbmdmsrtl a' Pvfft will tryuaxafle r, r" Lc a£ax3t�xl Gcaircse+ra F ." F ahnc t0ustw_+d ftnG Of Ill to Ih3ytuyh' in$ 14' t�iaeR+/arp Callivi ls) Stom= Drapt Founda6cut Sad The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 19 14 O z L G) - I; z - I_ •s 1 1 r r � 'T. .',�l �� � x� #/[i Ili J�'I■ �' ■ 1 I ) >-��... .� ` •mac..-. ;• ¢S�� r� ;� .�a� y�d�� rik�i4 ewe*. - � 'I��'��,' � �'S����I ti� •�.r��� +�,,� d _ il iy + a +. '{I� I ' �'� a "'7T : L' 4 ' , , +.ti t4� , �Y^'4i.•.�,a `" . L _ i..���. _ir^S T" }_ . � t` � 5 �V-. y,�• , ! t �� 1 ! l.r � t t''V' �{ 4 , 1'•tN� 1' � I � r , .)! T,*!� rvki �� .,'�'-.7� r � �,-i `1•:� ' '•11��F, .l.i .}+ 5Ci' R� AL ST PR v DESIGN/ESTIMATING CHARTS This section contains Keystone's design/estimating charts for Regal Stone Pro® series Zz gravity walls or geogrid-reinforced walls. The gravity wall charts help determine the maximum possible gravity wall height before geogrid reinforcement is required. The wall charts consider multiple factors for determining gravity wall stability and the necessary geogrid length. First, determine the wall load condition that most closely �,— resembles the final project conditions. Then select the soil condition that most closely matches the project site soils. Finally, select the wall height (including embedment) that will best fit the project wall profile. The design/estimating charts in this section are to be used for reference and preliminary design and estimating only. These charts are not to be considered as a standardized engineering document. A qualified professional should be consulted for final design assistance. Keystone accepts no liability for the use of these charts. Regal Stone Pro` I 21 Gravity Wall Schematic NOTES: • Wall height (H) is the total height from top to bottom • Minimum wall embedment should be 6 -inches or one unit below grade, whichever is greater. (See page 11) • Subsurface soils must be capable of supporting wall system. • Unit drainage fill is 3/4 -inch clean crushed stone. • Leveling pad is crushed stone base material. • All backfill materials are compacted to minimum 95°% standard proctor density or 92% modified proctor density. • Finished grade must provide positive drainage. • Calculations assume a unit weight of 120 Pcf (19kN/M� for all soil types. Assumed angles for earth pressure calculations are Sand/ Gravel=34°, Silty Sand=30° and Sandy Silt/Lean Clay=26e. Walls are non-critical structures with FS>1.5. Gravity wall charts are performed using Coulomb earth pressure analysis. (NCMA 3rd Edition) Walls utilize 7e batter No surcharges, except slopes, were used in the analysis. • Surcharges or special loading conditions will reduce maximum wall heights. Sliding calculations assume a 6 -inch crushed stone leveling pad as compacted foundation material. The information provided is for preliminary design use only. A qualified professional should be consulted. Keystone accepts no liability for the use of these tables. Th—fonne — oomemed harem has been compiled by Keystone Rete ,ng Well systems• LLC and to the bast of— w,owbdy., ea f.ly , Tp nn the Keystone product used in th. Wo—t —which ere illustrated Final detemmW— of the s t bihty for the use contemplated and es manner of we are the sole ,eeponskelity of the war Design and enelyvs shall be performed by. queltfwd ergines,. 22 1 Keystone Construction Manual 6:1 - MAXIMUM HEIGHT GRAVITY WALL Slope H�9lht Retaining Soil Type 1 -inch Setback - Regal Stone Pro' MAX HGT. Soil Type Level 4H:1 V e- 3H:1 V 2H:1 V Sand/Gravel 3.33' 3.33' 2.67' 2.00' Silty Sand 2.67' 2.67' 2.00' 1.33' ONE INCH SETBACK WALL Silt/Loon Clay 2.00' 2.00' 1.33' 1 <1.00' (1 ' (25mm) min, setback per unit) NOTES: • Wall height (H) is the total height from top to bottom • Minimum wall embedment should be 6 -inches or one unit below grade, whichever is greater. (See page 11) • Subsurface soils must be capable of supporting wall system. • Unit drainage fill is 3/4 -inch clean crushed stone. • Leveling pad is crushed stone base material. • All backfill materials are compacted to minimum 95°% standard proctor density or 92% modified proctor density. • Finished grade must provide positive drainage. • Calculations assume a unit weight of 120 Pcf (19kN/M� for all soil types. Assumed angles for earth pressure calculations are Sand/ Gravel=34°, Silty Sand=30° and Sandy Silt/Lean Clay=26e. Walls are non-critical structures with FS>1.5. Gravity wall charts are performed using Coulomb earth pressure analysis. (NCMA 3rd Edition) Walls utilize 7e batter No surcharges, except slopes, were used in the analysis. • Surcharges or special loading conditions will reduce maximum wall heights. Sliding calculations assume a 6 -inch crushed stone leveling pad as compacted foundation material. The information provided is for preliminary design use only. A qualified professional should be consulted. Keystone accepts no liability for the use of these tables. Th—fonne — oomemed harem has been compiled by Keystone Rete ,ng Well systems• LLC and to the bast of— w,owbdy., ea f.ly , Tp nn the Keystone product used in th. Wo—t —which ere illustrated Final detemmW— of the s t bihty for the use contemplated and es manner of we are the sole ,eeponskelity of the war Design and enelyvs shall be performed by. queltfwd ergines,. 22 1 Keystone Construction Manual Design/Estimating Charts: Reinforced Wall Charts The Keystone reinforced wall charts are graphically presented to show the proper location and lengths of geogrids used with Keystone Regal Stone Pro units at 1 -inch setback batter (7°). The chart includes design heights from 4.3 feet tall to 11 feet tall. Engineering judgment should be used when interpolating between heights. In general, geogrid should be placed at the design elevation for the entire wall length or until a wall step is reached. These preliminary design and estimating charts are for individual walls and do not apply to any tiered wall applications. Minimum reinforcement lengths were set for 4 -feet and a 70% reinforcement length -to -wall height ratio. Top layers of geogrid shall never be more than 2 units from the top of the wall. Bottom layers of geogrid shall never be more than 2 units from the top of the leveling pad. Soil ranges were selected to approximate good, medium and poor soil conditions to cover the typical design range. Wall height is the total height of the wall from the top of the leveling pad to the top of the wall. The charts use Coulomb earth pressure theory, based on NCMA 3rd Edition for calculations. The following charts assume the use of a coated polyester geogrid with a minimum allowable design strength of: LTDS=1,800 plf, Tal=1,200 plf. The following geogrid types are suitable with these design charts: (1) Miragrid 3XT by TC Mirafi, (2) Stratagrid 200 by Strata Systems and (3) Synteen SF35 by Synteen. 250 psf surcharge is applied 6 -inches behind the tail of the units. All geogrid lengths shown are the actual lengths of geogrid required as measured from the front wall face to the end of the geogrid. The charts assume that the walls are constructed in accordance with Keystone specifications and good construction practice. All soil zones (reinforced, retained, and foundation) must be compacted in 8 -inch lifts to minimum 95% standard proctor density or 92% modified proctor density as determined by laboratory testing. The information contained in the design/estimating charts are for preliminary design and estimating use only. A qualified professional should be consulted for final design assistance. Keystone accepts no liability for the use of these charts. 6:2 - REINFORCED WALL SCHEMATIC Sol 4rua `T fiilri0od• rfj KWAVWMV it _ �'arvlerxd Sc Zone ' WAHMVN �� l:lui�rt6iswieu j IMitO�iup�li Uri�tid p�irrpC�Marr�/IIM NOTES: • Wall height (H) is the total height from top to bottom. • Minimum wall embedment is 6 -inches (see page 11). • Subsurface soils must be capable of supporting the wall system. • Unit drainage fill is 3/4 -inch (19mm) clean crushed stone. • Leveling pad is crushed stone base material. • All backfill materials are compacted to 95% standard proctor density or 92% modified proctor density. • Geogrids must be of appropriate type and length per the design. • Finished grade must provide positive drainage. • The symbol indicates location and length of geogrid measured from the front of the wall to the end of the geogrid. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, urately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 23 Design/Estimating Charts: Reinforced Wall Charts REGAL STONE PRO UNITS - 1 -INCH SETBACK ....................................................... CASE 1: Level - No Surcharge NO YJF04MGE ,t H REINFORCED i SOIL ZONE 1 1 1 - i I I -------I 43 CASE 2: Level - 250 psf Surcharge iso vgSunowM .........f.. I SAND/GRAVEL: 0=340, y=120 pcf .................................................................. 5.7' 71)' 8.3' 9.7' H REINFORCED 1 60' SOIL ZONE I 6a " ao' — I 1 60' SO' 60' _ 43' 5.7' 7.0' 83' 9.70 ...................................................... CASE 3: 3H:1 V Backslope t 3 ," , 1 r I I f HFPSN 1 1 I I 1 -- ---J 43' 5.7' 7.0' 83' 9.7' 1 MY The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer 24 1 Keystone Construction Manual Design/Estimating Charts: Reinforced Wall Charts REGAL STONE PRO UNITS - 1 -INCH SETBACK .............................. I ..... I ........ CASE 1: Level - No Surcharge NO 51JIMAXAMM REINFORCED SOIL ZONE 43' 5.7' .............................................................................. CASE 2: Level - 250 psf Surcharge IN REINFORCED SOIL ZONE L 1 43' SAND: 0=30*, y=120 pd ......................................................... 70 830 9.7* 11.0' ....................................... -------------- CASE 3: 3H:1V Backslope 3 N REINFORCED SOIL ZONE 1L -1 — — — — — — — SILTY -- 5.7' 7ff 830 9.7# 11.01 ................................................... ........................................... 43' 5.7' 70 fur 9.7' 11A' The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately the Keystone product used in the rolicati..s which an, illustrated. Final determination of the suitability for the ... contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by , qualified engine,,. Regal Stone Pro® 1 25 Design/Estimating Charts: Reinforced Wall Charts REGAL STONE PRO UNITS - 1 -INCH SETBACK ........................................... CASE 1: Level - No Surcharge '.'. I M ReinforceA I 508 Zone II 1 I I I CASE 2: Level - 250 psf Surcharge SILT/LEAN CLAY: 0=260, y=120 pcf ................. ................................................. I........... 9-0 Ba r ' 7A' sa c 90' t o, 1 as 90 5 0' 7 ' 43' 5.7' 7.0' 83' 9.7' r r 1 H Reinforced I 9.0 1 1 . Soil Zone Ba 9,K& R5H2OXI) EVALUATE MI(N FOR !—t-Ia) POOR SOILS Ars SURCKUM C o6A' _: 9 0' tII 43' 5.7' 7.0' 83' 9.7' MY CASE 3: 3H:1V Backslope I � II F_ H RelnTomed I I r f Soil Zone f ENGINEER SHOULD EVALUATE DESIGN FOR POOR SOILS AND BACKSLOPES. 6A r I Sly 43' 5.7' 7.0' 83' 9.7' 11A' The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are Illustrated Final determination of the suitability for the use contemplated and its manner of use are the sole responsibitity of the user. Design and analysis shall be performed by a qualified engineer. 26 1 Keystone Construction Manual 1 •tea} s'i � a - �r'. m n D tf1 s'i � M sells Kimi itiRuss laminas all . ww#.- 14J. REGAL STONE PRO® ROCKFACE 3 -PC NJ CONSTRUCTION OF CORNERS & CURVES So far the discussion regarding the installation of a Keystone retaining wall has centered on the installation of units through the straight line sections of the wall. Equally important to the final aesthetic and function of any wall is the construction of corners and curves. A corner is typically constructed as either an outside 90° corner or inside 90° corner. When a wall needs to make a tum greater than 90° or less than 75° it is recommended that a radius curve be utilized. For curves in the wall, Keystone units typically have a minimum radius depending on the face style. The flexibility of the Keystone units allows for the construction of multiple corners or curves within the same wall. The following information will provide a general explanation of construction techniques for building retaining walls with comer and curve layouts. Regal Stone Pro® 1 29 90° Outside Corner: Installation Details For ease of construction of outside 90° corners, Keystone producers typically provide a corner unit specifically designed for this purpose. Corner unit options and product designs may vary by manufacturer; please contact your local manufacturer for availability before you begin your project planning. Details below show a typical corner unit available in many locations. If corner units are not available, Keystone recommends transitioning the wall from a corner to a radius curve in the wall and avoiding mitered corners. This will enable the wall to maintain its connection integrity and running bond wall configuration for continued wall stability and performance. Please contact your local Keystone representative for assistance if corner units are not available. Due to the fixed wall batter, as the wall rises vertically, it creates a need to trim structural units on both sides of the corner to maintain a proper running bond pattern in the straight sections of the wall. Keystone has developed an illustration to show the proper location for trimmed units. This illustration is based on a full running bond pattern on the base course, with no trimmed units. In the case of two corners near each other, it is best to set each corner unit base first to establish corner location, and then set the base course of structural units running to the corners and trim units as necessary. C:3 - CORNER PLAN VIEW C:1 - OUTSIDE CORNER: ODD COURSE tBatlf fi+ees! ill 1110W 11" tkul �® C3W Raid 5tar'ie Pro List Ftd lines)ne Como" txm orrs wv FI tlrtltsW crvrencl ",X* ' � t f ,` i1f1vm Swim (t VKV cotrrSel arver /1Adtralnl lxr lye"t fe L-1wY LN cAwr ) f mdse) ca"M f8' UM .. S' 1 wt &V Ped IirUSI'!r) Sone or tkseuAw arAd Corwr, , i C:3 - CORNER PLAN VIEW ( Ftlx�ei SWM I m Cut tare tBatlf fi+ees! �® C3W Raid 5tar'ie Pro List Como" txm ' � t f ,` i1f1vm C:2 - TYPICAL SECOND: EVEN COURSES Regd Slon• Pro Cul LW ( � tBWrt S+Olrsr Reed Store Pro lXW i ft ♦ �� �lJ �1; .� n- Comer Will NOTES: • Full uncut units to be used for the base course and as indicated in the details vertically up the wall corner. • Due to comer perpendicular wall setback per course, trimming units is necessary to maintain running bond course alignment. Trim adjoining block units a minimum of 1 corner unit and 2 or more full units away from the comer in both directions from the wall corner for proper wall joint alignment. Do not stack cut pieces. Stagger cut units as needed. • Shaded units are for cut unit designation. Cut units shall not be less than 6 -inches in width. • Secure corner units together with exterior grade concrete adhesive. • Verify actual cut lengths as wall is constructed. • Place additional unit drainage fill at outside wall comers to extend back from wall face each way, a distance equal to the wall height / 2, (1-1/2). The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 30 1 Keystone Construction Manual N S yro f '�'jy�� y �J � �,�i i L� J4 � �^ - J ••�� . garf5� `rr3: ... -. ��`,meaAD:r.;.ti _ ?•. `,/rfr I� � +, 1, �y� , a� - / r .. r _ Y 90° Outside Corner: Installation Details C:5 - TYPICAL GEOGRID OUTSIDE CORNER INSTALLATION (PRIMARY ELEVATION) Grid Strvrglh NOTES: • The geogrid strength direction must be perpendicular to each wall (see Figure C:9, page 34). • Geogrid layers cannot be placed immediately on top of each other. A minimum of 2 -3 -inches of soil must be placed between geogrid layers placed on the same course. • Using the procedures outlined in drawings C:5 and C:6 will achieve the proper placement of geogrid in outside 90° comers. See Next Couse [A" Ear Koystorw R&O AdddionPd ROfftwi nord Stone Pto LW Nei kx CNS Secbw C:6 - TYPICAL GEOGRID OUTSIDE CORNER INSTALLATION (SECONDARY ELEVATION) Gard suer jl Keystone Re" Shelia No Und [AW10 kenkow-ff I At*A- PnnwV Aviinrrnnpr! FVW41M $her D• of Dtslp, tAl!a1h teua limn The 'informaton contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of— knowledge, accurately represents the Keystone product used in the applications which are llustrated. Final determination of the suitability for the use contemplated and it, manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer 32 I Keystone Construction Manual NOTES: • Place the next course of units over the primary Gaogrd Rcnn%mconwid ddoxa reinforcement elevation course. Primary Retoroemont Eter bm • Place and properly compact the needed core/drainage/ Shah deofDLeis nL".3th reinforced fill. • Place the piece of reinforcement shown in drawing C:6 that is "missing" in drawing C:5. • Make sure the geogrid strength direction is perpendicular to the wall face and the geogrid is not placed in the adjacent wall. Gard suer jl Keystone Re" Shelia No Und [AW10 kenkow-ff I At*A- PnnwV Aviinrrnnpr! FVW41M $her D• of Dtslp, tAl!a1h teua limn The 'informaton contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of— knowledge, accurately represents the Keystone product used in the applications which are llustrated. Final determination of the suitability for the use contemplated and it, manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer 32 I Keystone Construction Manual 90° Inside Corner: Installation Details The construction of inside corners is relatively simple because no corner units are required. Construction of inside 90° corners should be accomplished by utilizing the interlocking method as shown below. Remove rear lip, as needed for stacked block, when utilizing the interlocking method. Small side-to-side adjustments to the running bond pattern will be necessary as the wall rises vertically. C:7 - TYPICAL BASE: ODD COURSE ftgM Sone PVD W k", AW UM ram wfih A rout lrlfQ Wil! rI Keystone P40W Sten t, waft Zi ROQW@d to , C:8 - TYPICAL SECOND: EVEN COURSE AccommofliFie Wa! Mo iv 401 2 i W -)A Stvv I Ito CtR MW KovtaM! 1lta! Storax Pm LNM NOTES: • Due to corner perpendicular wall setback per course, to maintain running bond course alignment, cut the adjoining unit to the perpendicular wall face labeled "Regal Stone Pro Cut Unit" as needed in both directions for proper wall joint alignment. Remove lip as needed; glue in place. • Alternate cut units on odd and even courses. • Placement of cut wall block less than 6 -inches wide is not allowed. For example, assume the "gap" to be covered is 5 -inches. Remove the adjacent unit and measure the gap distance of 23 -inches (5 -inches + 18 -inches = 23 -inches). Cut two units, 23/2 = 11.5 inches wide, and place them in the wall. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications v: Eich are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a g-Nied engineer - Regal Stone Pro® 1 33 90° Inside Corner: Installation Details C:9 - TYPICAL GEOGRID INSTALLATION FOR INSIDE CORNERS tiFt9:3FlFHlHllf HiH I11fF 1 y�!! rrsn7ollm i mliR „�tllii!flilflFfl lH1FFt !!lIFFFlf!!H!!$lll�His_4�itflT: ='�- - [[�- I,�i:�r;�it•H!lEtf�,Elffa lii�iS���ltl� t�liH � �,��!_� lcrt s-•-�_ ^� 'r�"'l r:e ,t� ! ss:fitl T,,,.��(ut. jitt.�",!� � ,�:::.l1�l,:.�AI����1•!..•1 •Pnailu�iiraslA:o-awrsalalutilais. �arrr:�:;. ti)�yl �vii1a�llt 1M ��II,AIIfi �,Itt;1 ���•j�-�i•xi�Hi� b^'i�•�il6 M■9i♦tl dMl! t1�A11��1'�1�1b �_ =Ti��:2::o��:Ei ilC:l�173�I�Rm aA %i�{Itmlt Pnrnary i�E3iiiunitww`�itE Reirftcerne amu ,etaoaxm,mma�altm Fkwabm WAVh ry"- ne Pro Unit NOTES: • Drainage zone and backfill materials should be placed and compacted up to the geogrid elevation prior to geogrid installation. • Measure, cut and orient the geogrid, as per the engineer's design, in the correct strength direction. • Place the geogrid over the Keystone unit within 1 -inch of the front block face, then place next course units over grid to hold grid in place. Next, tension the geogrid by pulling it back away from the wall. Place a stake through the geogrid at the back to tension the geogrid in place. • Extend geogrid layer into the corner from the continuous woven course side equal to H/4 (25%) of the total wall height. The information contained herein has been compiled by Keystone Retaining Wall Systems` LLC and to the best of out knowledge, accurately represents the Keystone pi oduct used in the apph-t'—which are iilunrated Final determination of the suitabi'ity for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be pedormed by. qualified engineer. 34 1 Keystone Construction Manual 90° Inside Corner: Installation Details C:10 - TYPICAL ALTERNATING GEOGRID INSTALLATION FOR INSIDE CORNERS (ELEVATION) .�41fj °s!1!3f!'� !�i !iHlti;i#![i2 e� = �Hili�itilfi>r ifiH9}li7l� vi[[ &itil} r:tctmlis�33in'!� 3=i� - is!`tl�flliii#f�lltliHff#?!ixQ$l��lihiH®1i!?fb I 1 �[I !?}l1981T3}H[!3 fm: b ria?}f!9conunuomir WovenIi11RAH[1711HH1i!lf7Hf[�ig9l3="7t[r;!lf3lU!"m t xxscusaassmsas fxta:�;��3ss#sAxxs —,�} ma�ieaxsx xs! {YR SI" Pro Und NOTES: • Proceed with placement of additional Keystone units and unit drainage fill. Start backfilling nearest the Keystone units and then move away from the wall placing backfill materials over the geogrid. • Compact the backfill materials in 8 -inch lifts up to the next reinforcement elevation. • Extend geogrid layer into the corner from the continuous woven course side equal to H/4 (25%) of the total wall height. • Alternate placement of reinforcement extension on specified reinforcement elevations. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 35 Concave (Inside) Curves: Installation Details Inside curves for moderately tall Keystone walls are more difficult to construct than a straight wall due to the complex geometry resulting from a battered wall face in a curve. Inside curves allow good access for compaction and the wall face units tend to support each other like an arch when the soil strain associated with the active earth pressure condition develops. As the wall gets taller, inside curves will result in the top of the wall becoming longer than the base. For wall systems to maintain the desired running bond configuration, gaps between units tend to form. The following is an outline to a process of constructing inside curves in taller walls. See the illustrations below. 1. Units can be moved laterally to remove gapping. Eventually, cutting partial units will be necessary to get the coursing back on the running bond pattern. 2. The minimum inside radius at the base of the wall course should not be less than 6 feet. C:12 - IN CURVE CUT UNITS EXAMPLE COURSE NOTES: O • To maintain a running bond pattern, cut units as QO necessary to maintain and adjust bond pattern. • Cut units are designated with shading on top of O units. Q • Cut units shall not be less than 6 -inches in width. 0 • Vary cut unit location. Do not stack cut units. O Keystone Regal 5tp181-m Cut Urals C3 C3 Keystone Full Regal Sion No Unds p d Key�tane Retial score no �� 0 �f r Cut 1", KtW3l3C 1 W FdttUd 9011itt *ha Unit ('^� The'informanon contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the appl'icat'ions which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be pedormed by a qualified engineer 36 1 Keystone Construction Manual Concave (Inside) Curves: Installation Details C:13 - INSIDE CURVE GEOGRID INSTALLATION (PRIMARY ELEVATION) FUM Add& -WWI GeOgM Pouf an Wrl 6100 Cow -A, prna:4100y Attoy4 the SPOMW P*9*a08rne o I..kwt•xt (Swat on the Corse Irx 1,111jiftw rPupo__r-,t 69DWO ExC"W 20'. puce Ati*orsd Geogrst RprAtwcanw t on fioxt Bilxk C*kjrw rwr ly Abo•o OW F' OWY 1160ftt"I d Eleaseon P'nndey (tbrnliorne"WA U•vuuns LGM Fteao of AdSbGM GGOW0 SMA be POW K"—Aw to POW PorVlWxktlrr to fto W8111 Sbntr: Prouty 1F we d Woo$* of pay G*0" NOTES: • Drainage zone and backfill materials should be placed and compacted up to the primary geogrid elevation prior to geogrid installation. • Measure, cut and orient the geogrid, as per the engineer's design, in the correct strength direction. • Place the geogrid over the Keystone units within 1 -inch of the front block face, then place next course units over grid to hold grid in place. Next, tension the geogrid by pulling it back away from the wall. Place a stake through the geogrid at the back to tension the geogrid in place. C:14 - INSIDE CURVE TYPICAL GEOGRID INSTALLATION (SECONDARY ELEVATION) +Cay-st.rar ke�:il S2r*ao f�fo lite ,' ,R -,,; .. AO�'Kare r,�rd ilex v�rt�rrrrtl ar _ � - F#'tt f%nft d:�.Ka'�? UrIF'trrl+�3r:R{ Allure 7 r the Prtmw,, Ree-arcenwd Efevot m ` ,?; Cwt RcE�rtnt t:eu�tA on f7 plxe Pamir bn 1r"eoo f am NOTES: • Proceed with placement of additional Keystone units and unit drainage fill. Start backfilling nearest the Keystone units and then move away from the wall placing backfill materials over the geogrid. • Compact the backfill materials in 8 -inch lifts up to the next reinforcement elevation. • If the radius of the wall creates a gap between adjacent primary elevation geogrid layers (see Figure C:13, above) of greater than 20 degrees, mark the wall units in the center of the gap, then place an additional secondary elevation on the course above the primary elevation geogrid, with the middle of the secondary elevation geogrid centered on the mark made in the center of the gapped geogrid below. • The use of 12 -foot wide rolls of geogrid will not be possible in walls with anything tighter than a gradual inside radius curve. Very tight inside radius curves may even require cutting the width of the roll to maintain the geogrid being as perpendicular as possible to the wall units. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 37 Convex (Outside) Curves: Installation Details Keystone units can be easily integrated with multiple curves within the same wall. However, convex curves require attention to details during construction. Every wall system has a minimum radius that can be built before the tails of the units come into contact with each other. This minimum radius is unique to the shape of each individual block system. In convex curves, the tightest radius will always be the top course of the wall. This means that the radius at the base course of a convex curve wall will be larger than the desired radius at the top of the wall. Care should be taken when laying out a wall horizontal location in the field given these wall batter and radius relationships. The minimum radius of an outside curve should not be less than 5 -feet. When constructing an outside curve, we recommend performing the following steps to maintain running bond configuration. It is recommended to construct the wall into the curve, maintaining a running bond pattern in the straight sections of the wall on either side of the curve. (See Figure C:15, below.) Due to the unit setback, the radius change in a curved wall will cause the units to migrate off from running bond. When this occurs, it will be necessary to cut a block to maintain running bond; cut unit width shall be no smaller than 6 -inches. Use exterior grade concrete adhesive to secure the partial unit. When coming out of the radius, do not stack cut units. Cutting of another block may be required to maintain a more precise running bond on the straight wall extending away from the curve. CAS - OUTSIDE CURVE RUNNING BOND K"A M ASO 3lonr Rao E9wl Cd UAW teat slit.• *f r« ural Killil S u a �' �.. FVOt W (TWFk*) Ills CLO csoth sten of CW" Ul VONOTES: O f • Full uncut units to be used for the base course and as indicated in the details. _ • Verify actual cut widths for each course as wall is constructed. QOO • Cut units shall not be less than 6 -inches in width. %"=jS4 W Do not stack cut units. ho thiels C:16 - OUTSIDE CURVE ADDITIONAL DRAINAGE FILL t1Yt� pre al RI (E—Y Cates) O Ounit mirmipr. rdi i ands, irvery coerssr{ rmrt. t Adchhor l Dranatp it F 1 Q� Q 1! vmy (7<utr:a) {Sri r�,as) Adt7fbrxaai ()ramaSle F+1 to.eug Imo IeSiwwn) I See Ncrices) KeYstwe Repai S'01e Pro tht N 13':4- CnrsW ROA a Slone) O(Pal ly St~) 1 NOTE: • Place additional drainage fill at outside wall Keystone Ill Slone curves to extend back from wall face each H 2 Pro Urns way a distance of the wall height / 2, (1-1/2). The information contained herein has been compiled by Keystone Retaining Wall Systemsa LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which a re' illustrated Final determination of the s-,birrty for the use contemplated and its manner of use are the sole responsibillry of the user. Design and analysis shall be performed by a quarified engineer. 38 1 Keystone Construction Manual Convex (Outside) Curves: Installation Details Q17 - TYPICAL OUTSIDE CURVE GEOGRID PLAN Y of sail Fil n Rwprrsri Mween overlappM Rcafau wolf al Carne !aa Rrom kxtwom CW Gnd rutE - 1860 Vidallabm WSO ? ctvo,d R*n1"rax-tr4d i 4 urW. E•cit pyaw aA Gtayrd 9hti br Plsoutl owrpondmitr h WM F&O M IM riwdpuml K.ry-amo Rugal Sime Pro Lkvt NOTES: • Drainage zone and backfill materials should be placed and compacted up to the geogrid elevation prior to geogrid being installed at design elevation. Place geogrid in strength direction, perpendicular to wall face • Measure, cut and orient the geogrid, as per the engineer's design, in the correct strength direction. • Place the geogrid over the Keystone units within 1 -inch of the front block face, then place next course units over grid to hold grid in place. Next, tension the geogrid by pulling it back away from the wall. Place a stake through the geogrid at the back to tension the geogrid in place. • Proceed with placement of additional Keystone units, then drainage zone and backfill material. Starting at the wall and moving away from the wall, place the drainage zone and backfill materials over the geogrid to hold the geogrid in place under tension. • Compact the backfill materials in 8 -inch lifts up to the next reinforcement elevation. • Cut grid that extends beyond curved wall face 1 -inch back from wall face. The minimum geogrid length must match design length. • Where geogrid tail overlap naturally occurs, place 3 -inches of rock or soil between the overlapping layers. The inionnet- contelned harem f— been co pd.d by K•ya— Rna-9 well SystemO LLC and to the test of o k—lodge, sownd.y r.preanrb th. K.ysto- product used n the app4owt— vrh h are i imtr t.d Final dete nat.on of the witab#hty for the use contemplated nd ks mennn of use en thv wle r aporsibility of the use. Deign end eneysis shell be banperformed k'Y 9u+lifiad ongirsw. Regal Stale Pro' 1 39 loop 1111 • •s Y,' � ! � '!. NLI zz a a a F-! lamp'. SEEM .n J iw Z �•� ,� �+. �A 1��� ' , i 1 � �J%�"ice•- :1 :�✓.C.d�`] � ice' , i7 �:{ lair APP AYC . ,. , del .► : �!� � '•�`�•. '� '!� .' ;'�, � ` . E•:' Z.�`�� . f � ,� •i w Y � 5 . r Vey 6�. ¢ i. Y ` �i� ~ ••� !I ; � IJ yr �� 4f— .. -- 1 . 4. _ i - r. •.• � l� ` yr• ,t F ' r �,^�'E i'Jn �.� f _ •S Y �+� ti y�.�F�, .I �.. .� fir' -." ,yy,\ J^ t��u} -krr��� y... , i , as • Y: t • �� .tl i `�'. �ti L REGAL STONE PRO't ROCKFACE' WALL FINISHING OPTIONS A wall is not complete without the perfect finishing touch. The flexibility of the Keystone units creates a variety of wall finishing options. The most common wall finish is to cap the wall with a Keystone cap. Cap options vary by region so check with your local Keystone producer for availability in your area. Keystone units can also be capped with a variety of decorative precast concrete products, or even cast -in-place concrete copings. This section outlines the construction techniques and details for installing Keystone caps. Regal Stone Pro® 1 41 Cap Units: Introduction A Keystone retaining wall is not complete until it is finished with the right cap. Local manufacturers offer a selection of cap designs, available in various combinations of facial finishes. The following information will clearly explain the uses of these units and show a variety of finishing techniques. You may also opt to finish your wall with a precast decorative concrete finishing option. See your local manufacturer for details. CAPPING UNITS Universal Cap: Finished on both front and back Isometric Elevation Plan 12• r f► A' 1 t 1 a :� sn >t o � tfi• Straight -face: Straight sided, finished on one side Isometric Elevation Plan 19• The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are llustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility, of the user. Design and analysis shall be performed by a qualified engineer. 42 1 Keystone Construction Manual Cap Units: Introduction Dl - CAP CONNECTION Cap LIM Semned wan t Ktvcxm Groo Corrado A %estvo to Top Cowse Pkm Cap Lm on e.xt«ta Gmda Ctx mte Adhosm slot! stmw Cap urri OM BW Unts Betow Exlemyt Gtede Concrete Adhesive The inlomwtwn contained fwwm hes been compiled by Keystone Rew-9 Well Sysmmse LLC end to the boat o1 our k-4.dge, ecewetefy represents the Keystone product used m th. epglrcat wb h me 8kov.ted. Final detennmebon of the sunebikry (w the use contenpktod end its menrw. of uw ero the +ole respon,lbkry of tlta uwr Desgn and malywa sMII be pedormod bi' s qudifwd erxyneer. Regal Stone Pro° 1 43 Capping: Straight Walls Straight Wall Capping The size of each Keystone unit makes this system very adaptable to grade changes. The top of a Keystone wall can be constructed with level top of wall grade or with step-downs in the top of the wall. As the wall cap units step up and down grades, an additional installation procedure is required to firmly fix some cap units in position. 4 -inch cap units can be double -stacked (see Figure D:3, below). The caps should be attached using an exterior grade concrete adhesive. Refer to manufacturer's instructions for complete details. Apply the adhesive to areas where the units make contact. Determine the desired cap horizontal location with respect to the top wall course. It is typical to have about a one -inch "overhang" of the cap in front of the course of wall units below. With the use of a string line, the cap units can be placed in a straight line. Sweep the lower units clean and make sure the units are dry; use an exterior grade concrete adhesive on the top surface of the last course before applying cap units. (See Figure D:1, page 43.) The following illustrations demonstrate common uses of the Keystone cap units. D:2 - STRAIGHT CAPPING Keystone Cap U^ t MStreglnt Face stragm Sties Keystone Cap Unk Strelaht 54tles Keystone Royal Stow Pro Unk NOTE: • When proper fitting and alignment is achieved, secure cap units to the last course of Keystone units with an exterior concrete masonry adhesive. D:3 - STRAIGHT WALL STEP CAPPING Koydom Crap Und w straaot raw: 54 tw t 5 -fes Keystone Regal Stone Fra Und Keystone Cep UNI U.wW 5tr# Cap Und Dc4"u StMHt C4p tint w5l*a9tt Farce ; at tt: ark SEIV (Oytewi} at Biotic Step stmt SKWS (opbonet) j Kr%': tPlt' R,x0l Sant, R. ckTt Kow-Ac + Rty3vt SMrr Pro UM NOTES: • As top -of -wall grade changes and wall block units step up or down, additional cap units can be placed at the point of wall stepping. Place 2 cap units stacked on top of each other next to the last wall block unit in each course. Overlap the upper course cap unit on top of the double -stacked cap units in the running bond pattern. • When proper fitting and alignment is achieved, secure the double -stacked caps together and cap units to the last course of Keystone units with an exterior concrete masonry adhesive. The information contained herein has been compiled by Keystone Retaining Wall systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 44 1 Keystone Construction Manual Capping: Curved Walls Like other Keystone units, all cap units can be used interchangeably. In any given installation, if binding or gapping occurs between units, the units can be modified to fit using a concrete saw. Make sure to wear proper PPE equipment when splitting or cutting. D:4 - OUTSIDE CURVE CAPPING Keystone Cap Uatt Equal Cit Units w.StraigM Pace + in erre Alea Straight Silo* +- Keysidte Cap Unit w'$baEgM Fede I st aight Sales E"l Cut Units in Cum Area s Keystone Regal Stone Pro Unit Keystone Regal Slone No Una D:5 - INSIDE CURVE CAPPING Koys`"v Ct*, Unlit .. i ryuaE CaA tMINe M C:4M Ara e WSVaotFaeer Straw sties 1 Ke"lam Roo Starr. Pro ttnll 1 1 E90 C+4 UM In Cage Arw i Kt l std►s Rte St— Pro Ur t Keys"Cap L" wi3tregM Paee r suatGm % NOTES: • If no gapping between cap units is desired, some cutting of the cap units may be required. • When proper fitting and alignment is achieved, secure cap units to the last course of Keystone units with an exterior grade concrete masonry adhesive. The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 45 NOON"& 2 Sm Jl A 46 Keystone Construction Manual VA ■ ■ COMMON WALL CONSTRUCTION DETAILS Since its inception in 1986, Keystone has been the segmental retaining wall design leader. This section covers a variety of the most common wall details that may be confronted when constructing a Keystone wall. Some of the details presented in this section have been developed specifically based on industry design standards. Other details have been developed through our years of experience in the segmental retaining wall industry. Items that are covered in this section: • Water applications • Utilities • Retaining wall drainage • Storm drain outlet • Barriers • Terraced wall applications • Tree planting guidelines 1 1 Regal Stone Pro® 1 47 Water Applications When considering a water application for the Keystone wall system, the following areas need to be analyzed and designed to maintain structural integrity of the wall under normal, high-water conditions, and rapid draw -down conditions: • Start by analyzing the wall under normal design criteria (i.e. wall height, base conditions, surcharge loads, soils data, reinforcement requirements, drainage, etc.) • Determine the water level on the wall under normal and high-water conditions. • Determine flow rate for streams, channels, etc. • Determine degree of wave action: minor, major or boat wake. • Determine the potential for flooding and inundation of the wall. • The above conditions should be taken into account in the design of the wall. Always contact a professional engineer to assist you in your water application design. At minimum, the wall reinforced zone soils, to 1 foot above the high-water elevation, should be a free -draining sand or gravel, wrapped in an appropriate filter fabric (see Figure EA, below). E:1 - WATER APPLICATION l �ys t'r •Ir:+<aUac '.�.arl Kryakr-COP Il" 1 vo"b" [rust true 74'twdfhasap re Cwderle F*w FaW K Reinforced Soil War iocr Pratechm FutYrad Rab � WN I Abom HV4 MM I pew -r...�......me... t I l - fiftinMd SW +-- – . — — _ 4 _ urr tlraei4rr f a 1 1a'4' Cl v~ Poch ofcom4ft'3.dr (.errrlarltlr:I aYA l.eilwAnarM f abtC Cse[Mu *4 idea fabM 4' PeArtK•d f a:un v y' F:,- Fou, d ation Sol NOTE: • Drains should be at the bottom of walls when possible. Utilize a raised drain location when bottom of wall drainage is not possible (see page 51). The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 48 1 Keystone Construction Manual Utilities In general, the placement of utilities parallel to the wall, within the reinforced soil zone, SHOULD BE AVOIDED. Any maintenance to utilities in the reinforced soil zone will require deconstruction of the wall down to the pipe elevation so fully intact geogrid can be re -installed during backfilling. Also, coordination of the utility and wall contractors will be necessary during initial construction of the wall to avoid excavation through the geogrid. NOTE: • Drain should be at bottom of wall when possible. Utilize raised drain location when bottom of wall drainage is not possible (see page 51). The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 149 E:2 - PIPE IN REINFORCED ZONE Low Pwerww 9d KGYUMW aP txw fi I__ .I �I �.-.,------� -.�- cog oslvlr► �- ---�{ - Kayst«b Baas I UM I P.00 cera Af*uM -- taw VM P" as RDW*W_ �` � "•'�" . Is, Il smw ' P" a i ftInf Md SON of Exomthm c Retained Sari 'l F?AipNtll>Xa06 9( I= 4' Prf/OfaMd OnYrpo Plp�. Files Fabric _---------- OrrYet to DoYipltd or F&Atdaftn SOG Sturm Drun NOTE: • Drain should be at bottom of wall when possible. Utilize raised drain location when bottom of wall drainage is not possible (see page 51). The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 149 Retaining Wall Drainage Options Poor drainage is a leading cause of retaining wall performance issues. Hydrostatic pressure can accumulate behind a wall and add an increased load on the wall if drainage provisions are not installed or not adequate for the conditions. The Keystone system has superior drainage features. The techniques below should be considered where the project drainage issues are present. 1. Basic drainage/unit drainage fill: Keystone's mortarless, interlocking system, with specific free -draining gravel drainage zone and corefill (see Figure E:3, below) allows proper drainage under most circumstances. Drain tiles should be routed to a storm drainage system or daylighted below or through the wall at every low point and/or 30 to 50 -feet on center. 2. Surface run-off: To reduce infiltration of surface drainage at the top of the retaining wall, place an 8 -inch low permeable soil cap (i.e. clay) above the reinforced soil and drainage fill areas. The upper 8 -inch low impermeable soil should be graded to flush with the top of cap elevation (see Figure E:3, below). 3. Drainage Swale: Some engineers and DOTS prefer a drainage swale at the top of the wall. To allow drainage down the swale, drainage swales can only be installed on walls that have one high point and the wall tapers down in elevation from that high point to the ends of the wall. SRWs tend to move slightly with time. To accommodate some movement, drainage swales should be constructed with relatively impermeable soil (clay) or asphalt. Drainage swales constructed with concrete tend to crack over time, either at the joints or elsewhere, or become separated from the expansion material between the swale and cap units. If a concrete swale must be installed, regular maintenance of any separations, cracks or joints should be anticipated (see Figure EA, page 51). 4. Embankment flow: When embankment ground water flow behind the wall is likely, place a drainage composite or chimney drain vertically against cut soil (see product suppliers for recommended coverage and installation instructions or drainage composite). The drainage composite or chimney drain should drain to an outflow pipe (i.e. drain tile) to remove water. Numerous cost-effective products are available to serve this purpose (see Figure E:3, below). S. Ground water flow: The effects of seasonally fluctuating ground water at the base of the retaining wall can be offset by placing a blanket drain along the base of the reinforced zone (see Figure E:3, below). E:3 - TYPICAL DRAINAGE WALL SECTION QV U1WP@W nr.wl FOOMOM . offibPoaoi«— _� »w ftWW n too"IE.er�r. n• Io 4 4w--,-- i.gr�Mgr �N�� tl iMlp� K � _ _ __ \; amd Son RMa�A 471 PhIWrOu�/a11r —� fae��iir«dOtwrW�Yr IYM+OMMy� PM � � /1�r M ©«rrRh► rrAp teon+w.w.rr.�r�I.a��Mu• � 5 «aatatwyyle�►wwrr j Facr+daban V^10 -00W IOQn1Yr �r t11i IW cierW wdr«ate wasomw Ir 0"W FVL Mod Omobir"rdw1i OMMYaIM/svOeYr �!w!1/. !'i Mr INewlb Irdnld Oi► I 61111baft" NOTES: • Rear drainage pipe should be included when: groundwater or seepage is present in retained soils; springs or seasonal seepage potential is noted in geotechnical report; reinforced soil is of lower permeability than retained soils. • Generally, additional drainage material such as aggregate drains and fabrics and/or drainage composite boards are used in conjunction with a rear drainage pipe, as directed. When above conditions are not present or groundwater conditions are not a factor, the rear drainage pipe may be omitted. • When required, size, location and specific drainage materials should be completed as directed by the site geotechnical engineer. The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and to manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer 5Q I Keystone Construction Manual Retaining Wall Drainage Options E:5 - ALTERNATE RAISED DRAINAGE PIPE LOCATIONS (""MA kvpwsr�t Foundation Sall Kai OMW 000 LW 24- Und DriwmW FO Depth (TV Cnnhe[( Rock lw 3ne1 4• Penoraree [gra neje POO C,actoxraa If AIw ! etwx FwtSArd C+trAp 74- Donw, Gix W C3OWW MfA* FMMIQ NOTES: • Alternate raised drain pipe locations may only be used when (see Figure E:5, above): The grade in front of the wall is flat and does not allow for gravity outlet of a pipe below the wall or through the base course of block. There is no storm sewer system to outlet pipe directly into. • Alternate locations are only used when site geometry requires drain pipe to be raised in order to outlet at face. The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 51 EA - TYPICAL DRAINAGE/SWALE WALL SECTION FawShedGnM Fienift Pavegma (ato" Gauss 2 Mor call c� oaep s.oa a ImalloW 3 �kO t?�rt sur(nec UVefa j Kr mw Cap On# If LOO FiW"*SW Soi 1 AU bF 6iurrt•anet 8' Mon 1 Kaaskxeo 8lwA unl rti?a (;M"p0 E:5 - ALTERNATE RAISED DRAINAGE PIPE LOCATIONS (""MA kvpwsr�t Foundation Sall Kai OMW 000 LW 24- Und DriwmW FO Depth (TV Cnnhe[( Rock lw 3ne1 4• Penoraree [gra neje POO C,actoxraa If AIw ! etwx FwtSArd C+trAp 74- Donw, Gix W C3OWW MfA* FMMIQ NOTES: • Alternate raised drain pipe locations may only be used when (see Figure E:5, above): The grade in front of the wall is flat and does not allow for gravity outlet of a pipe below the wall or through the base course of block. There is no storm sewer system to outlet pipe directly into. • Alternate locations are only used when site geometry requires drain pipe to be raised in order to outlet at face. The information contained herein has been compiled by Keystone Retaining Wall Systems® LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 51 Storm Drain Outlet The placement of storm drains perpendicular to the wall and outletting through the wall face are common. Since it is not possible to cut the block in a curve to fit tightly around the pipe, it is recommended that a cast -in-place collar be built around the pipe. The wall units can then be cut to the appropriate length and butted closely to the sides of the collar. Care should be taken to position the top of the collar within 1/2 - 1 -inch (13mm to 25mm) below the horizontal joint of the block above. This action will allow placement of the next course of units onto a wet set mortar bed to achieve horizontal wall alignment. E:6 - PIPE OUTLET C[^�atofcaP. [:n'.v -+ [:orlhtM Jan>r � I MOD Control Joint Cut Keyslono Crap l Inti KoYstana li6odc UM Concrete Coft wan Storm than Pipe [lusgn Sarna i'rotednon It Regwed Smu RoOndion M Rtpfeed f ttse Rrp Rnp cu Corxiatrt %W) Use Rp Rap or Concrete Slab to 000 Area m Ckrllnt Arm 1 NOTE: • The width of the poured concrete collar shall be an even increment of the 18 -inches block 1' bini Thickness Conaete Collar width. if Applrcatde NOTES: • A "control joint" should be constructed from the top of a concrete collar to the top of the wall. This control joint consists of saw - cutting a joint, from the face of the block back 3.5 -inches minimum at the midpoint of the units on every other course. • Provide splash block, concrete gutter or rip -rap for storm drain pipe outlet for scour protection, as required. i'he information contained herein has been compiled by Keystone Retaening Wall Systems` LLC and to the best of our knowledge, accurately represents the Keystone product used in the appy—t-, which are Ilustrated Final deterr,mat- of the su ,b,hty for the use contemplated and 'its manner of use are he sole responsibility of the user. Desgn and analysis shall be performed by a qualified engineer. 52 1 Keystone Construction Manual Barriers: Introduction Keystone walls can readily be installed with many types of barrier systems. There are two main types of barriers: pedestrian fall protection devices and vehicular barriers. Pedestrian fall protection devices come in various forms such as railings and fences. Most public design codes require some form of fall protection when a retaining wall reaches a specified height. Please contact your local building officials for code requirements in your area to determine if and when a fall protection device is required for your retaining wall. Keystone recommends fall protection be installed for all walls over 3 -feet (0.9m) in height. In general, vehicular barrier systems typically fall into two categories, flexible guide rails and rigid impact barriers. Flexible guide rails are the most common traffic device due to the simplicity of installation and the fact that they are typically more cost effective than a rigid option. When a flexible guide rail is not an option, typically due to traffic type or insufficient room, often times a rigid cast -in-place (CIP) concrete traffic barrier is the next best solution. CIP concrete traffic barriers are most commonly used in DOT applications, but can also be specified in private application roadways with heavy traffic areas. CIP concrete traffic barriers can vary greatly by the application type, location, or design codes. Refer to state DOT agencies for specific details related to traffic barriers and MSE walls. Guide Rails When installing a guide rail with a Keystone wall, there are three important guidelines that must be met as mandated by The American Association of State Highway Transportation Officials (AASHTO). 1. The guide rail must be located a minimum of 3 -feet (0.9m) from wall face. 2. The guide rail post shall be placed a minimum 5 -feet (1.5m) into the ground. 3. The guide rail shall extend through a minimum of 2 geogrid layers. There are a number of installation methods for a guide rail with a Keystone wall. Always reference the project -engineered drawings for the preferred installation method. Preferred method: sleeves can be installed during construction to allow for the placement of guiderail foundation posts after wall construction. Steel posts can be driven into the ground after wall construction. Care should be taken to ensure that a sufficient depth of compacted soil is in place above the upper layer of geogrid prior to driving any post systems. Displaced wall units or geogrid reinforcement should be repaired. E:7 - GUIDE RAIL WALL Cwaoa i Kf ,%" C60 UM c 10-r*m boa UM 1 1 " t � t t�f2t'?t*.r:• f" 1'6: \{-1 `4t' •::P f <T^'i Gtm7id The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro" 1 53 Barriers: Fencing Options Fences can be placed at the top of a Keystone wall with fence posts placed behind the Keystone units. The choice, location, and compliance with local codes of the appropriate fall protection system, is the responsibility of the owner and site engineer. Follow these procedures for proper installation of fence posts with Keystone walls. 1. Install the Keystone wall per general installation instructions. 2. Fence posts positioned behind the Keystone units may be installed and anchored using a variety of installation methods. E:8 - FENCE POST OFFSET Fnnw PW Few" Ono IiriMoIMCIMUIM h VAYW M910*UM f Awa foe f ea Mrt aMM POW C AW Aftr 111W PMlnwlult E:8 • Fence post placed at least 3 -feet behind wall face shall extend a minimum 2 -feet in the ground. E:10 • The rigid sleeve or form should be placed during the wall construction at the horizontal location. Do not auger through the geogrid after wall construction. • Place 3 -4 -feet (min. depth) of sleeve or form passing through a minimum of two layers of geogrid when placing sleeve directly behind unit. E:9 - INTEGRATED SIDEWALK & FENCE r W p4rr 6M9 r, .� Cs'ikr al f war r'•nl Cower• Wi +• IRKserMd i.b)¢ !?dHeM.4� 4lMwep r...'.N C.lerte 6 nr. r s� K.y stse (!ctrl UM E:10 - FENCE MINIMUM OFFSET �! 19Mn FrrMMd Ord - KI/dorM MoR Uri Vj+ `- aw6b"aF ililli Ma Pour C,arolrb A1W P*0 FMornw'1 The information contained herein has been compiled by Keystone Retaining Wall Systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 54 I Keystone Construction Manual Terraced Wall Application Terraced Keystone walls can provide a visually appealing solution to grade change. Slope conditions below, between and above the walls, soil conditions, and the horizontal distance between the walls will impact terraced wall design. In many cases, the geogrid lengths of the lower wall will be longer than typical to satisfy stability requirements. Always consult a qualified design professional for assistance with ter- raced walls. E:1 1 - INDEPENDENT TIERED GRAVITY WALL rLwPomwoom I�ldtlr-;Il�ll.-eft =I E33 I Retained Svfl off Loft 3e=[i= NOTES: • For gravity wall designs and for individual walls to behave independently of each other, the horizontal distance between walls must be at least (2H), 2 x design height of the lower wall. If the distance between the walls is less than 2 x design height of the lower wall, the lower wall must be designed with upper wall loading consideration. Always consult with a qualified engineer for geogrid reinforced and tiered wall designs. Lower wall height must be greater than upper wall height. All grades around all walls must be level. • Railing or fall protection, as per local codes. E:12 - TIERED REINFORCED WALL F- c�na o�o�► t J- Me.a�.,r rwn�w. I->K.rr�.aoue. R,Cifproed S� d Ea MUM Rctalnrd So i rRM Sf -1 '! �tfti�ro� t >5111wI�l�Mi Foundshan Sw! The information contained herein has been compiled by Keystone Retaining Wall Systems' LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. Regal Stone Pro® 1 55 Planting Guidelines E:13 - PLANTING LIMITS BEHIND WALL K�utxe Urrrc I>ra 1 r I cm W-4 Gari ULt* r Planting 1. Only the top layer of the geogrid may be cut to allow planting of tree ball. Avoid disturbance of adjacent reinforcement. Mature tree height should not exceed 8 feet. 2. Extreme care should be taken if installing irrigation systems directly behind the wall so as to not damage the soil reinforcement during installation or have potential leakage into the retaining wall system. Leaking irrigation lines can saturate the backfill and create hydrostatic pressure and wall movement. 3. Utilize a root control barrier as required to avoid pressures or growth through the Keystone block units. 4. Numbers in parenthesis are for example only. NOTES: • All planting offsets shall be a minimum of 2 -feet plus the root ball opening diameter as measured from the face of the wall. • Lateral spacing between the openings shall be a minimum of 3 x the largest opening diameter. • If trees are placed closely together and cutting of geogrid becomes excessive, consult with your wall design engineer or Keystone representative. The information contained herein has been compiled by Keystone Retaining Wall Systems" LLC and to the best of our knowledge, accurately represents the Keystone product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 56 1 Keystone Construction Manual Regal Stage Pro• 1 57 F_ Segmental Retaining Wall Care, Operations and Maintenance Guide The segmental retaining wall (SRW) is constructed of concrete masonry units, geogrid soil reinforcement fabric, and compacted backfill. The structure's performance is sensitive to any post -construction activities that may damage components, increase loading conditions, and/or reduce overall stability. The following list is intended to provide guidelines for the proper care of an SRW. 1. The area behind the wall that contains geogrid soil reinforcement (reinforced zone) is the primary structural component of the wall system. Do not, under any circumstances, excavate through, drill through, or otherwise damage this reinforcement fabric without written approval of the design engineer of record. 2. The drain tile line at the base of the wall should be stubbed out to daylight or connected to adjacent drainage systems. Insure that all connections are made to proper drain outlets and that any drain outlets to daylight are not buried. 3. The Keystone wall is normally constructed over a crushed stone base. No digging or excavation should be done within 3 feet (0.9m) horizontally from bottom face of wall or to such depth that would compromise the integrity of the wall foundation. 4. All water must be diverted away from the base of the wall to avoid erosion and undermining of the foundation after installation. This includes temporary site grading during construction and final site grading. 5. Landscape watering and surface drainage above the wall should be designed in consultation with the civil and geotechnical engineer and performed in such a way as to avoid standing water, water cascading over the wall, and infiltration (saturation) of the reinforced zone. 6. Do not increase the height of the existing wall as constructed with more block units without the written approval of the design engineer of record. 7. Do not add a slope or increase the steepness of a back slope beyond what was considered in the original grading plan and wall design without written approval of the design engineer of record. 8. Do not add additional surcharges within a lateral distance of twice the overall height of the structure(s) without written approval of the design engineer of record or unless considered in the original wall design. This would include fences, sound walls, landscaping walls, swimming pools, buildings, garages, etc. 9. Do not operate heavy equipment within 4 feet of the top of the wall face. The surcharge from equipment weight can push the upper wall units out, resulting in misalignment. 10. Segmental retaining walls are flexible structures (vs. rigid, as in CMU walls) and may experience some post -construction movement. All structures (i.e. sidewalks, pavements, curbs, trash enclosures, utility lines, etc.) should be designed to handle some ground movement and not be connected directly to the wall units. 11. The retaining walls should be periodically inspected to verify that drainage measures are functioning properly, and that erosion has not occurred along the top, ends, or bottom of the wall. Any unanticipated movement or deflection of the wall system should be noted and evaluated by a qualified engineer. 12. Over time, the wall face may begin to show a white flaky material which may be especially noticeable post -construction. This material is called efflorescence. Efflorescence occurs when moisture evaporates from the wall face, and the naturally occurring soluble salts and bases, or the calcium carbonite (calcium hydroxide in the cement mixes with carbon dioxide in the air) is left on the face. This efflorescence is only an aesthetic concern and will not affect the structural performance of the wall. Efflorescence can typically be removed by dry brushing followed by flushing with clean water. In tougher cases, power washing with clean water mixed with muriatic acid solution will also aid in the removal of efflorescence. The information contained herein has been compiled by Keystone Retaining Wall Systems° LLC and to the best of our knowledge, urately represents the Keystone produce used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Design and analysis shall be performed by a qualified engineer. 58 1 Keystone Construction Manual i — Z D Z � � m KIM &i a Us wait �- - } �x _ T rIKE � f N k m n O Z .REG AL STONE PRO°i ROCKFACE 3 -PC' m n D m D y Z — - - -- _ z -i m — Z D Z � � m KIM &i a Us wait �- - } �x _ T rIKE � f k .REG AL STONE PRO°i ROCKFACE 3 -PC' DISTRIBUTED BY: We reserve the right to improve our products and make changes in the specifications and design without notice. The information contained herein has been compiled by KEYSTONE and to the best of our knowledge, accurately represents the KEYSTONE product used in the applications which are illustrated. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. 1 F®STONE`" F STONE - I LK A-11NS WALL STS- L®HAHDSCIPES www.keystonewalls.com www.keystonehardscapes.com f00@in fVUG@in 02020 The QUIKRETE Companies - Patents Pending • KHS 01/2020 T P-1 5 0 U ---e IV-\ v" e, U,-) 04 0.�> 0 tc 'v) } Pt° e deed Ro.4 t a w'VI \t� .�---6-�---�j:----�_�- �:' ylnll (-� UVJ J "X►M uM WALc: —T H rF lrkT= S—� i CITY OF WHEAT RIDGE " - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:`j Job Address:, -...- Permit Number: ❑ No one available for inspection: Time `! �' AM/PM Re -Inspection required: Yes No L", When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date:,-,k� Inspector: DO NOT REMOVE THIS NOTICE Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE c�-v- v © t� P ❑ No one available for inspection: Time._,. AM/PM Re -Inspection required: des No When corrections have been made, schedule for re -inspection online at: http://Www.cLwheatridge.co.uslinspection Date: ;,7' ?1`1`14L Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: V Job Address: C. Permit Number: 4IIt� f)(1 0 C2 ❑ No one available for inspection: Time I-` AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. ueinspection Date: c�. ;� ),.2'-'-10 Inspector: 61/ DO NOT REMOVE THIS NOTICE i CITY -OF WHEAT RIDGE `Building Insoechon Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:_• 1 Job Address: V44 - Permit Number: ❑ No one available for inspection: Time AM/ M Re -Inspection required: Yes o , When corrections have been made, schedule for re -inspection online at: •. h ttp://www. ci. wheatridge. co. uslinspection Date: 1 �3W nspector: DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS. JOB DESCRIPTION: City of Wheat Ridge Residential Remodel PERMIT - 201901879 201901879 ISSUED: 09/10/2019 7235 W 33rd Ave EXPIRES: 09/09/2020 Remove 1 interior wall, add master bathroom, remodel kitchen and 2 bathrooms, relocate laundry room - 2,000 sq ft total **REVISION: Removing existing concrete porch, building front deck with roof over hang. Square footage: 250 Added valuation: $1000 *** CONTACTS *** OWNER (303)809-4625 HAMMOND ERIC GC (303)870-2846 ERIC HAMMOND SUB (720)460-6154 NATHAN J CORDOVA SUB (303)953-2599 Clyde Sweetalla SUB (303)653-1601 DEVIN SHERK 160155 HAMMOND HOME INVESTORS LLC 190123 NMC ELECTRIC 160214 Mr. Green Plumbing 190141 COAL CREEK HEAT LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 83,995.00 FEES Total Valuation 0.00 Plan Review Fee 652.11 Use Tax 1,763.90 Permit Fee 1,003.25 ** TOTAL ** 3,419.26 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Remodel PERMIT - 201901879 PERMIT NO: 201901879 ISSUED: 09/10/2019 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 09/09/2020 JOB DESCRIPTION: Remove 1 interior wall, add master bathroom, remodel kitchen and bathrooms, relocate laundry room - 2,000 sq ft total **REVISION: Removing existing concrete porch, building front deck with roof over hang. Square footage: 250 Added valuation: $1000 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I , This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the original permit fee. 3 If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or apy ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Pj gic COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 I FOR OFFICE USE ONLY Date: 61 /"v�z-o-z— 0 Plan/Permit # �7% Plan Revie Fee: Email. permits(aVci.Wheatndpe.co.us Building PermitAppHeaWn *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** ( 2e x; s --, -4. 3 S fi_'1e(ZM;4 ) Property Address: 762 3S-- i 3 3 '2c' /151✓� _20 19 O l S 7 ci Property Owner (please print): ��2, c ������ Phone: Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 5_S_77 w. 111"J5c_J1fZe 12 L . City, State, Zip: .2 �/.P 7� A) Architect/Engineer: Arch itect/Eng1neer E-mail: Contractor: ter'q AJ Phone: City of Wheat Ridge License #: 16 D l s Phone: Contractor E-mail Address: eA% 0'-J (2 kD7'i .,'Z • 4f�Zy'7 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): G : C- 4�,*1 D "J C Phone: 3 — Cwt - �/ 6 ZS CONTACT EMAIL(p/ease print): p,� ,+-•moo nod , (� f 1X,.-z4.'e1 . Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # F-1 COMMERCIAL RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. S�, -el v C � Commercial Projects Only: Occupancy Type Sq.OWLF BTUs Amps Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZE PRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DAT -c,2 -2-7-20E: Printed Name: �t2 C- A6222--'W0,ti ZONING COMMMENTS: Reviewer e� \ 11 cr t • BUILDING DEP EN COMMENTS: Reviewer: L7— 1l3012�%&o PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: z� sic 0%-0 LA Building Division Valuation: L 919113 1. Fill in the blanks. Please print legibly. 2. Indicate in the check box which detail from page 4 will be used. Existing bldg. Electrical outlet required on decks Approved flashing required, 4f�1 Type of decking // /36" high guard -� with balusters spaced so that a 4 Inch diameter sphere cannot passthrough 93 Beam splices to occur over -- posts with 1 1/2" bearing , Attach decking with non corrosive fasteners ® hail B O Alternate Detali 81 0 Alternate Detail B2 Detail A (see PVO 4) (amPVV 8) j CondtUons such as attachment j! to cantilevers or veneers may require Engineer's approval B .1x4ar2x8.7ha 2x --O_ joists spaced /G " apart (ararrwk 2x IM spaced 24,#WQ UIJ a x_J-D-beam � (exar+�te: (Y)Yx ro - see als4rd e) �, 2x rim joist lhzV b.2x10-seeARemsfea16B2) 4i�� (exargote: 4 x 4 pasts spaced 81ays0 Span _ /d �'► (exarrfk: IS'- 4") or atios' Type of siding rte) L• 1ocsc� a .+• "' •. DOW Finished grade " Y Note: Emergency escape windows are allowed to be instatied urder decks and porches provided the location of the deck allows the emergency , s escape window to be fully opened and provides a ' path not fess than -Win height to a yard or—court. ourt. _ &'t3" uired br walk out basements ' Note. A plot plan (plan view) showing the dimensions of your pro�;sctt or additions and its relationships to existing buildings or structures on the property must be included. In addition to project Vmensions, your plot plan must also show other details such as post locations and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. it is not Intended toColl��07 cover all circumstances. Check with your Department of Building Safety for additional requirements. (:t' ` 9/9/13 — Existing building Beam splices to – ( Approved flashing required behind existing siding occur over posts Attach to joists with non -corrosive fasteners with 1 1/2" bearing Attach ledger to existing bldg. with non -corrosive fasteners. Locate fasteners to penetrate rim joist or wall studs. Non -corrosive metal joist hanger Non -corrosive Approved flashing metal joist Conditions such as attachment to cantilevers or hanger veneers may require Engineer's approval Secure posts to beam Full depth 2x solid blocking with through bolts J Beam splices to U I Beam splices to occur over posts occur over posts with 1 1/2" bearing Non -corrosive metal with 1 1/2" bearing post/beam connector 1/2" (min.) diameter anchor bolt embedded 7" min. into concrete pier or the equivalent Secure posts to beam with through bolts J Non -corrosive metal post/beam connector Secure posts to beam with through bolts 24" Non -corrosive metal post/beam connector Non -corrosive metal post anchor 8" min. If less than 8", post must be decay resistive This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. City C) i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ��� `r` �^ t2 c.� V - Job Address: v c Permit Number: ❑ No one available for inspection_ : Time t AM/PM .. i Re -Inspection required: Yes "M When corrections have been made, call for re -inspection at 303-234-5933 DateI 1 r ` L Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 202000214 PERMIT NO: 202000214 ISSUED: 01/30/2020 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 01/29/2021 JOB DESCRIPTION: REDECK and REROOF with asphalt shingles, 4/12 pitch, 12.79 squares total *** CONTACTS *** OWNER (303)870-2846 HAMMOND DENISE SUB (303)847-1708 DAVE SONNER 170300 SONNERS CONTRACTING INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,156.40 FEES Total Valuation 0.00 Use Tax 192.28 Permit Fee 204.30 ** TOTAL ** 396.58 *** COMMENTS *** *** CONDITIONS *** ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER REQUIRE A 3RD PARTY INSPECTION. The 3rd party inspection report must be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved mid -roof inspection, conducted when 25-75% of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75% of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. COMMERCIAL ROOFS: In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. •arra ssaxisns DxiidoTIoa sxa xoxsoadsm uoa arra ssmisna x" Xd6S:TT jKs aavx as ssnx sssanoau alrQ Lamf .�33 �Ptu�3o atnlruOtS wiloadsut plan; of loafgns sr NJOM JO Irnoaddd •uotlotpst.Tnf sTgl jo uo[IEin2aa .To aouEutpto ,Cur io opoo olgtot[ddt ,Cur 3o uotsmid ,Cur j6 uotlEiotn Ur `Jo [unoTddr ut .To `Io3 Ituuod r ag of panilsuoo oq 16u [lrgs Ituuod E jo futlueA? .to aoutnsst aqZ '9 •uotstntQ saotn.TaSS u011oadsul puE gutp[tng agl woo NioM Bons 3o [Enoiddu uau!mA InogltM I.ToM ltaouoo .to paaooid lou [lugs put suotloadsut [iaambaa i['io Cot[od pagst[gEjsa gjtM aoutpa000E ut uotstnTQ saoTnTas uotjoadsui puE 2utp[tng age thou [[tgs taplog jtuuad aqs 'S lrnoaddE 5gtoa s put IOTId InOgIIM JaIEM�O MO[l ltanlEu aql l0 aSuEgo E lli SI[nSal llrgS IEgI patzu03Tad aq I[EgS Jauutw ut JO 3110M ON 'b •paalurtrnS lou st puE jumow0 2utpjing33tgD aql 3o uotla.Tastp alos aql It st situuad paitdxa jo uotsuaixa jo aournssT-mg •I! utad Mau ,Cuu jo IEnoiddE io3 simpaooldd p__uu saa� `sluouta.Ttnbw piupuuls oql of loofgns ag [Irgs jtuuad Mau r jo oouudssi •pauiulgo oq of pa.unbol aq Xutu ituuod Mau E `sandxa jtuuad stglil '£ as�; ltuua [rutgi.To oql jo jltq-auo of ltnbo aaj r of loafgns aq ,CEtu puE lttotlj0 �utpltng j3igD ogl,Io uotla.Tostp oql IE paluui2 aq apum s,Ci?p ngl utgl clow ou jo uotsualxa ud •uotiratdxa jo altp oql ol.toud panraoa.t put dutlpA ut apEuT oq Isnw uotsualxa io3 slsanbag •,Cgtntlot JO ssalp.I?2;)l oodunsst3o oltp agl.Tagr s,Crp S9£ aatdxo [[rqs Ituuad•stgl 'Z saznpaooad puE somilod `suoTltln5aT `saoututpac; `soinjuls algtotlddu llu pdu `sluawnoop osogl gltM aoutt[dwoo oqj of loafgns sT put suotitogtoods put suE[dd fut,Cuudw000u puE uot�Eotlddu Ituua aql IN papinold uoTlmuojut aql uo pastq pansst sum ItwTad stgZ 'I alto (auo a[oTD 2IOZ�F RIN00 JO -KNM0 Flo aanitu�tS v W�� •suoTluogtoads puE surld panoiddr 2ut,Cutdw000E ,sit Io/pur luawnoop stgl ut pasolostp st pauuo;iad oq of jioM IIE Irgl puE potuio;.Tad aq of lioM aql of sagatd sr luawnoop stgl utgltM pawru saiitlua�[E apnlout of paztioglnE ,Cilr a[ um I Iugl sallE loglin3 I 'ItuiTa stgl gltM uotlounfuoo ut panojddr pur pagt.tosop )ltoM oql uuo3.tad put ItTuta stgl utulgo of pazttoglnE TUE puE Claadoa agl3o aauMo [rda[ agl ,Cq pozgloglnu uaaq anEq .to lauMo [t201 a1 wE I Irgl pur `soinp000id pur satotlod `sapoo lr totunw olquotlddE llu pur `sopoo gutplTn j a[gtotiddE suotitogtoods pur suE[d panotddt uT,Cuudw000r llu q1?M ,i[dwoo Ilrgs pauuoj.Tad aq of lioM aqI lugl Isauu Xgataq op aifijiu is AUl Aq `I Z>?gog sajunbs 6L•ZT 'uoq?d ZT/Tv 'saZbuTus gtsuds-e uIzM aOO-da-d PuP xaaaax :NOIZdRD92lC HOP TZOZ/6Z/TO S212IIdXS @AV Pz££ M 5£ZL SSHECICId HOP OZOZ/0£/TO :QHf1SSI tTZ000ZOZ :ON 1IMdRd riz000zoZ - .LIma(l 2UU00-d jRljUapisa-H .. altp!W jvagAX jo Sji3 ' r City of W heat �idge COMMUNITY DEVEI..OPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: la[ X55 LU,. r`, Property Owner (please print): be.nire L_VnVV►,M o 11 S Phone: —a1 ® - 23H (0 - Property Owner Email:() vrti "v'X &X U V\ r4 Tenant Name (Commercial Projects Only) �,3 l A Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Eng1neer E-mail: Phone: Contractor Name: to !n f r City of Wheat Ridge License #: Phone: Contractor E-mail Address: Ct yr� r� efr�- f� t i �t rug, r'.rsr►� a• For Plan Review Questions & Comments (please print): CONTACT NAME (please print): \�� c'C; r'l►n� �' Phone: >U- > CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL SIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. S41 1, Ov-er1cky scabs i A -c Li Sq. FULF BTUs Gallons Amps Squares 'T For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 9,1s(a OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: , ,ER �ONTRACTOR'or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: DZkit"\ �;d�A4®R-� ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:If J. Permit Number: ❑ No one available for inspection: Time fM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. uslinspection Date: r ,rJ - .- -- " Inspector: a--- 4- — -- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:(',�C1 ❑ No one available for inspection: Time. � Re -Inspection required: YeNo When corrections have been made, schedule for re -inspection online at: http✓/www.ci, wheatridge.co. uslinspection Date: i ` I U (D () Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: k) A\j(_ r Permit Number: 0 n--) gi ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uynspection Date:_ ` Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:_l? Permit Number: ,;2 b I L 1 ❑ No one available for inspection: Time N �,r' AM/PM Re -Inspection required: 4, Y No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: -) - 1 ; � Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: c`I' - (_ 1 Job Address: -7 �� "� 4D 4.L% Permit Number: ❑ No one available for inspection: Tim J `AM/PM Re -Inspection required: YesNo When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.usrins ecti Date: In i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: !�2_cz:::1 9}'� �� ❑ No one available for inspection: Ti Re -Inspection required Yes__110 When corrections have been made, sc ule for re -inspection online at: httpYwww.ci.wheatridge.co.0"r�spection I�r--� Date:( In i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t U�-�I =— �` (n_P Job Address: ���� Ind Permit Number: U t-1 ❑ No one available for inspection: TimeAM/PM Re -Inspection required: Yes ltV When corrections have been made, schedule for re -inspection online at: httpJ/www.ci. wheatridge.co. uslinspection Date:_F 3 Inspector: r: DO NOT REMOVE THIS NOTICE A' o Inspection Type: Job Address: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Permit Number: V -0-1v t r.. i' i la c'. r t A- v fy rv1_11 .1 \,rl rN, r�6� ni 1 � 1 -t,�c.� nub' �� �`�` �1•� � � c R V ' r`"? ' G= 1-1Noone available for inspection:CU�Timtr.e(/� AM/PM Re -Inspection required: lYe� No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: Inspector: ®O NOT REMOVE THIS NOTICE -7')nE77 XA1 '7111to-A A�.,�-. / d -01i VV. �ljl U -1-%Vl=. ncon on+ knthr.nnnn, 2. Re -frame new laundry room, add washer box and 220. 3. Re -model Kitchen, includes new cabinets and layout, move sink and 220. 4. Remove exterior concrete and replace as needed. 5. Remove main ievlei wall! as noted on drawing and add ILVL/posts per engineering drawing on 1st level. 4cl— /MX VA 110 E 6. Replace all(19) windows with U .32 Vinyl doubl pane(bathroorn tempered and obscure). V%_ VV : I SCA.1.11.1-i %.Yxal - I VVUI. Ul 9%A I . UO.- N. U11.1:-15 11 , 11 _� Li ic. ULF Is. U I —A I..' Y VVU I - C—' -I I 8 New Master bathroom, 9. New handrail to lower level basement. Electricai 1 Mni-! r)rtenr nnrl rnnan ')?f) rirr! 6+-z 2. New GFCI's in Kitchen, Bathrooms. 3. Update 2 prong outlets with ground as needed. 4. New Linked CO2/Smoke detectors throughout house. 5. New lights throughout house 6. ARC fauit and GFCi breakers as needed E it I V-L—t t_t - -__t r - F I U I I I W I Ir - 1. New Kitchen sink and Refrigerator Box with drain and PEX supply lines. 2. Install 2 new tubs with tub/shower valves, drain and supply lines in main and lower level baths. - Poluove main level guest toilet and vani'YL 3. Relocate laundry box. 4. New Master bath with shower/toilet/vanity. HVAC Air 2. New Dryer vent D I;q R za z -A g 0 D I;q R za z -A g amp__p-j LA en r Cky or , Wheat F?irg, I m nID lkvj, AV `� 7 Ij L IV x. — ---------- o --:s a Ell WIMO Ridge C. T/yAlA -136 6-0 co F CRY of Wheat Ridge 0� 1 IO ^ S r 45 Mo K c C. T/yAlA -136 6-0 co F CRY of Wheat Ridge L I v I AW7 /Li 1 - 4- -- . 1, -) L- /Y) E T -Z NC -7 R T7 TTr 700 1 1 ty) WA OVA T = City of Wheat Ridge r Residential Remodel PERMIT - 201901879 PERMIT NO: 201901879 ISSUED: 09/10/2019 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 09/09/2020 JOB DESCRIPTION: Remove 1 interior wall, add master bathroom, remodel kitchen and 2 bathrooms, relocate laundry room - 2,000 sq ft total *** CONTACTS *** OWNER (303)809-4625 HAMMOND ERIC GC (303)870-2846 ERIC HAMMOND SUB (720)460-6154 NATHAN J CORDOVA SUB (303)953-2599 Clyde Sweetalla SUB (303)653-1601 DEVIN SHERK 160155 HAMMOND HOME INVESTORS LLC 190123 NMC ELECTRIC 160214 Mr. Green Plumbing 190141 COAL CREEK HEAT LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 81,620.00 FEES Total Valuation 0.00 Plan Review Fee 641.65 Use Tax 1,714.02 Permit Fee 987.15 ** TOTAL ** 3,342.82 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections_ City of Wheat Ridge Residential Remodel PERMIT - 201901879 PERMIT NO: 201901879 ISSUED: 09/10/2019 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 09/09/2020 JOB DESCRIPTION: Remove 1 interior wall, add master bathroom, remodel kitchen and bathrooms, relocate laundry room - 2,000 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally auth o include alt entities named within this document as parties to the work to be performed and that all work to be performed sclo din this document andlor its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. q. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a pe ' t shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable cod ,4ny ordmanc r regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat j _ dgc CC�MMUNrry DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: P/aNPermi! # Plan Review Fee: Building Permit Application Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7a 3 s �J . 3 3 2 ct Z I/ IE Property Owner (please print): 1-C i1 C H Al'*1 M 0^J CL Phone: j D3 302 WO S-_ Property Owner Email: -eV_1 rr` VV_k A-, O /� c/ 6 0 0 k-10111"4, Z • e�_'O 1-;1,11 Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 5 7 % W +41',,J_5 (z)J-L e P/ . City, State, Zip: i 7T1t A' r�0I ZICJD R D I Z Architect/Engineer: D/- V -2- Architect/Engineer E-mail: 544411e# c � GOBI Phone:,3D.-5-6?-1 (' 6 st2 LA City of Wheat Ridge License #: / (4 L-)/ 57-5— Phone: -3 D:3 - 8 O'T' -41� Z S� Contractor E-mail Address: z k/- V-'7 "" o AJJ do �?i7`iyl%P• •L •Cam For Plan Review Questions & Comments (please print): / CONTACT NAME (please print): �a'IC —Phone: 303-860 ' Z/I(t ZS_ CONTACT EMAIL(please print): -e �Ar�� o •cJc� `c �� T�'�i- �� G Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL .© RESIDENTIAL Provide description of work: For ALL projects, provide a detailed_ description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. goo✓e 2 ice/ 21`dre lee -L 0C.9 -A 49-0 Sq. FULF �U C(DsIiABTus % ")— D Gallons 7" d Amps / S O Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) g 70, OD O OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that T am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REP SENTATIVE) of (OWNER) (CONTRAgCTOR) Signature (first and last name): DATE: / Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEP TMENT COMMEN Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE:13 YZlnoo )c 4081 = '9)) 62b Building Division Valuation: 1 U City of Wheat I�dge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address:red— w - G Permit #: General Contractor: G 6 -V� Electrical Sub -Contractor Company Name: � ( `� off; Phone #: I L4�1 State License #: E, n i o t i pp Master #: (,Cj(l 2 2 Wheat Ridge License #: 126 6 1 Z 3 (required field) Plumbing Sub -Contractor Company Name: )q C, 6 64, , , it U -,-b! 1,� Phone #:C? V '?rl zSY 7 State License #: 0 0 o i 813 Master #• Ob 1,5c[ -Z I � Wheat Ri icense #:1 64 Z I (required field) �- 2? --1 Signature of Authorized Agent Date Mechanical Contractor Company Name: �e.4 Z O&L-W *__P hone: S_3 — l CQ 0 Wheat Ridge License #: �(�j Ll ((required field) Si re of Authorized Agent Dat �14 4 Z C +� ' X �G• dolqolg7y q15/ry C'M & R� aye gzgl 'Lis 44 L` �' r• A i%1 Fes+ 'm. G c aC� IOb dy t lJ y . 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Cly civ rti O• C� �. :rt sr� O r� y,� -) 21 '�• y— � � ,p fCC.• h '`. � � � � � A � � 2 x =� FCpS _r �C City of Wheat Ridge 'a pr `.� v 9 S G R _ .4 o _ � c��$c u�w �r � ��� 2��•d '� _p• � � o• a� �h+'w�by �•�y �� nC. � � z•^� � � � z'e'd � " �+ O � � � R � r.� � '•�-k P• C � �' �••. S� •73 C � 2 � � � ems' � �_ p � C R '%?.� � � � � � ��r'•y� � � O SR Iv Rw —9.2 It s lb $ boy o ti �vp tz am b' Cay dl heat Ridge o.,��•�°T' �'p '�Y�-•�rao•�G3+'�"i SJ° s ^" GAJ^-+;/.`-�„ � ��•a i•=:��' a °•� ��. c � F ? phi'=•° p bad ;d�.�,kT...�'�� � T�,o � ° �,� F s,f.'� w FT i 25 ro� A ri g C FG, 4 x � � i � � I,nM .�T. f•• � � I. 14 c• C =• �• � `� � C �D C�. W P .ter � � O „' M y .^.+ � 70. � � Lx. � F -+`r n. � 'S `� O� '9"' O �. D' � ��•" a � 'd."1 O. � a » `rt iY ro � � __ ^-•, >• -iii � `•* f�,� C .0 '� � a � Y. � ,� �•' G t�t^^�� �. �c - C O � CCL`• ,� e* �'d. V�,,, � � b m ?' G a O GC' � � vy{�.�li ^3•e' •� � +C� �.i+ �� pa e' .Ci- � G_C� m n� SLS, • �. 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C O ��'. • � � R g O ? , r• .. iF Vii„ •+, P m deb r CAI � W �eac Ftid9e ADVANCED EMRONMENTAL CONSULTING ProJed/Contact:gyytMp„i� Date: �I9 J(9 location: �23� (tea �3p.Cj.c- t --tAIANCIMM- � City of \rpeat Ftid9� AEC Nic- Client: loan v ,,jJ Location: `-2-35 W 3;P -CAI Nc- Date: S/ q/ 7t 9 Project Contact: Wf ptd!, t c , 'a;OO2�3 Technician Initials: � BULK SAMPLING TABLE city tit Wheat Ridge Material Description HA Material Location(s) i mff�, � NF - Non Friable ff�a . I � SM - Surfacing Material TSI - Thermal System Insulation Misc - Miscellaneous Material Material Conditions: G - Good D - Damaged SD - Significantly Damaged 100's -Ceilings 200's - Walls 300's - Flooring 400's - TS1 500's - Exterior 600's - Misc. Sampling Notes: < 1000 Sgffi. - 3 Samples 11 � fill Recommended - 9 Samples Lm d0� W:Ii�:-sli.Ra.��l„u�a�YEARWIM city tit Wheat Ridge Key Terms HA: Homogenous Area Material Friability: F - Friable NF - Non Friable Ninterial Classifications: SM - Surfacing Material TSI - Thermal System Insulation Misc - Miscellaneous Material Material Conditions: G - Good D - Damaged SD - Significantly Damaged 100's -Ceilings 200's - Walls 300's - Flooring 400's - TS1 500's - Exterior 600's - Misc. Sampling Notes: < 1000 Sgffi. - 3 Samples 1000 - 5000 Sq./Ft. - 5 Samples ? 5000 SgJFt. - 7 Samples Recommended - 9 Samples city tit Wheat Ridge City of ,"Beat Ridge @ CD U) � M --A -0 ci ,y m m � @ 96 mm a vo+DK Dm� 3 S m 3 7 7 a� �.o�yo�N Nim may -ism m <<(D CD immL ID CD T 5' G) �'�o Zo 3o c m$Q r � "m ��_m°ao°+ 0- WO -0 CL a Oxm iv �% as 10 C C N 'O fD y p Tca y. 7 m CO pcn < C) m o 3 �coi r� �m m o a �(D m o rn gs cn?°^� y m 3 v Dm 0'3 � m m�= ET c �� na0am � �= �. �� C Ot� O N� m IK O O C,r m m m rJ O' 0 m- N 0 7 -_ O n ID y O. °i• m C <a n O S O A m O c ® y m (MD ip N N Dai N y c y 0?- N C- 0, ° D `< D] D o. _ — w q m m o" o m 3 m p m =� p^ m I 3 z �_ O" y w 41 O CD y O S O O m c 7 `G W y n =M, y C 37 j O O �. n9 m n o f.§•o,m o c� D. l6 O. ^ 'O :< rJ f0 v W �. d O C a m C (0 a8-3�z �IDyi a.' ppm m ��e�i \i rn mo�yn�N m3 oDrD0 -0 u) h, o=g� �m acoiZ9 `S�O� V B. m 'a y ('p O- "� 0 (n C N w 5- GR K+ � 14 O C co 0 7 to O C3 C7 O m O 50 m F NKui (D 8m F 0 z CL p 0 mZ � o 0 r 3 ~= D FT Z— 10? 'im0 ZL, <n3w �' m I5 lz 0 `CGS N N y .P = co N D O . O N p N� Tia o(n 7� � FA, OVdA ° 3' Q O. y e m a - a O. m y p D `< O. O" CD C .-a m y y— m 1] m m m p /0 6 O w G s m D <m ooiCL CD CL m 07 m o N l< m CD r m m a:3 b a Rm Cay of W heat Ridge Reservoir EnNromvDntal, Inc. Reservoirs En-onmantal QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 1018964 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number / P.O.: Client Project Description: Date Samples Received: Method: Turnaround: Date Samples Analyzed: RES 442145-1 Advanced Environmental Consulting (AEC) Hammond 7235 W. 33rd Ave, Wheat Ridge August 09, 2019 EPA 600/R-93/116 - Short Report, Bulk Priority August 12, 2019 MOM" April 2.2018 0AQAQ01LAe1Reearvoirs Environmental QA Manuai.dw .i�ND=None Detected ETR=Trace, <1% Visual Estimate ' Trem/Act=Tremolite/Actinolite Client Sample Number L A i Sub Y Physical Part E Description i R i ' (%) Asbestos Content Mineral Visual Estimate Non Asbestos Fibrous Components Non - Fibrous Components A201 A Off white/multi--r-olored granular plaster 5 ND 0 100 B White plaster w/ white/multi-colored paint 95 NO 0 100 A202 A Off white/multi-colored granular plaster 5 NO 0 100 B White plaster w/ white/multi-colored paint 95 NO 0 100 A203 A Off white/multi-colored granular plaster 35 NO TR 100 B White plaster w/ white/multi-colored paint 65 NO 0 100 8201 A Off white/multi-colored granular plaster 40 NO 0 100 B White plaster w/ yellow/multi-colored paint 60 NO 0 100 8202 A Off white/multi-colored granular plaster 25 NO 0 100 B White plaster w/ yellow/multi-colored paint 75 NO 0 100 8203 A White plaster w/ gray/multi-colored paint 40 NO 0 100 B Off white/multi-colored granular plaster 60 NO 0 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P: 303 -964 -ISM F: 3034774275 5801 Logan Street, Suite 100, Denver. 0080218 Page 1 of 3 14166.RESI-ENV City of Wheat Ridge uilding Diviso Res oars EnArorunental, 1.. Reservoirs En ironmental QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 442145-1 Client: Advanced Environmental Consulting (AEC) Client Project Number / P.O.: Hammond Client Project Description: 7235 W. 33rd Ave, Wheat Ridge Date Samples Received: August 09, 2019 Eff"Me April 2, 2018 QAQAQC%LABU2ese m Environmental OA Manial_doc Method: EPA 600/R-93/116 - Short Report, Bulk ND=None Turnaround: Priority TR=Trace, TremlAct Date Samples Analyzed: August 12, 2019 Detected K1% Visual Estimate TremolitelActipolite Client L Asbestos Content Non Non - Sample A i i Sub Asbestos Fibrous Number Y 1Physical Part Mineral Visual Fibrous Components E ! DescriptionEstimate Components R C201 A Off white resinous material 3 NO 0 100 B Tan adhesive 10 NO 0 100 C Off white/beige ceramic the 87 NO 0 100 C202 A Off white resinous material 5 ND 0 100 B Tan adhesive 10 NO 0 100 C Off white/beige ceramic tile 85 NO 0 100 D201 A Peach ceramic tile w/ gray/white paint 5 NO 0 100 B Orange adhesive 5 NO 0 100 C Off white resinous material 90 NO 0 100 D202 A Off white resinous material 3 ND 0 100 B Tan adhesive 12 NO 0 100 C Peach ceramic file w/ gray/white paint 85 NO 0 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. P: 303.0641986 F: 303477-0275 5801 Logan Sleet, Suite 100, Denver, CO 80216 Page 2 & 3 1.866 RESI-ENV w .milab.wn 01y 01 , �ea"'.6 e Reservoirs Env -o —Wal. Inc. Rfiii—ire EMir—ntal QA Marwal RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 442145.1 Client: Advanced Environmental Consulting (AEC) Client Project Number / P,O.: Hammond Client Project Description: 7235 W. 33rd Ave, Wheat Ridge Date Samples Received: August 09, 2019 "Retrive Aptil 2, 2018 QA0A0MM`,R—NM Environrrental QA bbnual d. Method: EPA 600/R-93/116 - Short Report, Bulk FND,=,NoneoeDetected Turnaround: Priority =Tra, <1M Visual Estimate Date Samples Analyzed: August 12, 2019/Act=TremddelActirrolite Client L Asbestos Content Non Non - Sample A i Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R I (%) (%) (%) (%) E201 A Off white resinous material 5 ND 0 100 B Tan adhesive 5 ND 0 100 C Tan adhesive w/ off white fibrous woven material 8 NO 10 90 D Off white/multi-colored ceramic the 22 ND 0 100 E Off white ceramic tile 60 ND 0 100 E202 A Tan adhesive 3 ND 0 100 B Tan adhesive wif off white fibrous woven material 3 ND 10 90 C Off white resinous material 4 ND 0 100 D Light brown grout 5 NO 0 100 E Off white/multi-colored ceramic tile 30 ND 0 100 F Off white ceramic the 55 ND 0 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P: 303.964-1986 F: 303-477-4275 5801 Logan street. Suite 100, Denver. CO 80216 Page 3 o=` 3 Ryan SrWM Analyst / Data QA 14W"ES4ENV '//A'4'..Jlab.e City o1 vvtleat Ridge Due Date: �r RES 442145 Due Time: Rim Rta°�L�/'VQ/r5 E/7tY/r0�7l77BI7tr7/ /I7C_ 560+ Lo9.n St 0—or, C080216 -Ph 303 9611966 • Fa. 3W4774275 • Tca Frw 666 RESIAV Anor Hous 0611 Rho": 720'338-6229 INVOICE TO: If OIFfEREN CONTACT INFORMATION: °anp"r _Advanced Environmental Consulting (AEC) °an Mike Lococo 58DO Franklin Street Suite 101 303-257.8994 F' Denver. CO 80216 Pu F.x Fo1q De19 DaNvp6610 Ema1 AddeeR . ,. �,._• _ -.. - . .. - _ -- ascOlscorewc Com`oHicelb6coreaec.com, e11lD909cor_eae0,com ASBESTOS LABORATORY HOURS: Weekda . 7atn - 7 m 6 Set. gam • REQUESTED ANALYSIS VALID MATRIX CODES LAB NOTES: PLM I PCM I TEM R V SH (Scone Day) _;` PRIORITY (Next Day) _STANDARD ! Air = A Bulk = 8 - (Ruth PCM a 2hr, TEM - Gt+r.) Dust D Pant - P _ - CHEMISTRY LABORATORY HOURS: Weekda : gam .5pmSod-S wipe = w MetaNsj I Dust" _ RUSH _ 24 hr _3-5 Day0 I� � i ' - - Swab SW � F - Food _ RCRA 9 / Metals6 WeldingPnor sOD £1 Dxug Ws+er • DN Waste Water • WW Fume Scan I TCLP" _RUSH (3 DaY )_5 Day —10 Day i, RUSH d mO Other Organics (Math) _ 24 hr. _ 3 day _5 Day tel '-ASTM E 1792 Ww w woe eie6ra ores'- MICROBIOLOGY LABORATORY HOURS: Week": gam • SpT b 6 Exalt 0167:H7, Colitorins, S.aureus _ 24 Hour _46 Hour Salmons6a, Llaterfs, Ecoll, ARC, Y 6 M _ 46 Hour _3 Day _5 Day Mob _RUSH _24 Hr _46 Hr _3 D _5 0 0. D a --_- '-Turnaround Urnes establish a laborat b 8 r Day b J ory prbrity. _ugect to laboratory volume and are not z = b a is ! guaranteed. Additional tees apply for aaerhours. weekends and holklays." gd .... e Special Instructions: Plesse call with results + ! g u a 3 b Data Time JLM-*, U. 019Y) Clknt seen le ID number (Sample las moat be un ue 3 lea I c3 MlcRoeroLOcr «' Coaar� mw 4 r j 5 i : g 8 ti i Number of samples received: (Additional aanroles shall be Bated on attached long toren.) NDTEREI wit r,aim eanea n,.t .ueni.non M M loaowq ..rtpes fa reowie4 Relinquished By: � / � /� -" " ��%�' 2t9 DateRime o SampondA Coion Temp. (F-) On lee Yea! No Beales In Yes I No Y No I Laboratory Use On Received By / �';,. - ( _ Dalafivne Garret* � . 6 r Results Comact Phone Email Fax Date Tune Initials ContaU ` Phone Emsd Fax Date Time Initials Contac Phone EitWl Fax Date Time Initials Contact Phone Email Fax Date Time Initials City Of Wheat Ridge Ruddina Divison —.d& - MC -1 Resgrvairs Environmental,, Inc_ MW 01— een..•wnc;+e•nn. 0dw'-1 RES Job u Submitted by: Page 2 of _ VALID MATKiX CODES. LAO NOTES: _ Mr=A _{Ij—_dal'a=H. Oust = D I Pa.m = P Sat = 5 tOa' VV- -- ---- wab = SW IF Food Drmkm9 Water DVVI Wa.t Wet WWW p = ether • ASTM EI M approved Yap. mama.Ny _- ,�i • d r Y 9 � 3 ° 8 � Dale d � q ry collected C.11 -led _ EM Number Q r o ,mYdd'yY NYhn, eb -(labdarory �1Sa oalyj'. - dL 4 3 3� ti 5p A b i �o �t K wiC, Q 20 z aim E 8 o n VALID MATKiX CODES. LAO NOTES: _ Mr=A _{Ij—_dal'a=H. Oust = D I Pa.m = P Sat = 5 tOa' VV- -- ---- wab = SW IF Food Drmkm9 Water DVVI Wa.t Wet WWW p = ether • ASTM EI M approved Yap. mama.Ny _- m L 3 ° 8 � Dale Time u d ry collected C.11 -led _ EM Number Q r o ,mYdd'yY NYhn, eb -(labdarory �1Sa oalyj'. - 1-2()17 Vel Slotl I City Of Wheat Ridge Diviso �p � i a $ iz � A n i� q.2t m O G a C _ 8 IM R 11 ME $fit a �p � i a $ iz i� q.2t m O G a C _ 8 IM R 11 ME $fit �p � } e $ i� q.2t City of ',Wheat Ridge Diviso � gg City of ',Wheat Ridge Diviso Stelnelm Engineers, INC a01qV131 I q lql Iq Attn: Eric Hammond Date: September 4, 2019 Re: - Removal of wall 7235 West 33d Avenue, Wheat Ridge, CO Dear Eric, This engineer visited the above -referenced site on September 3, 2019, to observe a specific wall that the client wishes to remove. 1. The north -south 2x4 -framed wall between the northeast bedroom and the center bedroom appears to be supporting the ceiling joists and a 2x4 strut bracing the hip rafter above., This wall may be replaced by a flush beam and post system bearing to the beam below (see the sketch below). -1 Please notify this engineer if conditions encountered in the field differ from the observations made by this engineer at the tune of the site visit. 4 U QQ pies-;` t any questions. c v 881,40 2018 IRC V=105 mph (3 -sec) Exposure C, Seismic 8 Snow load =30 psf Ground snow load -35 psf Ceiling load =10 psf dead Roof load = 30 psf live + 15 psf dead o C raa�t_ CVJ 01 _ T-0 -SCS 8422 East Oregon Place, Denver, Colorado 80231 Ph. 303-217-6561 E-mail: staiheim@q.com Zk-4 4 City of Wheat Ridge Residential Demolition PERMIT - 201901797 PERMIT NO: 201901797 ISSUED: 08/27/2019 JOB ADDRESS: 7235 W 33rd Ave EXPIRES: 08/26/2020 JOB DESCRIPTION: SWO Remove 10 ft x 12 ft shed - 120 sq ft total *** CONTACTS *** OWNER (303)809-4625 HAMMOND ERIC GC (303)870-2846 ERIC HAMMOND 160155 HAMMOND HOME INVESTORS LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 120.00 FEES Total Valuation 0.00 Investigative Fees 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal oIrt er of the and and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I her attest that I am legally authorize include all entities named within this document as partes to the work to be performed anhat all work to be Per is d ose m this document and/or its' accompanying approved plans and specifications. ,J'`--`_sem -- 0— Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermrt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grant, of a permit sh ll not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or anorinance or rejation of this jurisdiction. Approval of work is subject to field inspection. 11 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Edge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: t Plan/Permit # V I Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -72,35 Ay • J ��G Property Owner (please print): �-�,�,��-,� a Phone: Property Owner Email:_,e ��, t , 0 A/ Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: S .S� 7 ;) ') �q • ,,CJS Ck� . City, State, Zip: ,G_ moi' / A _ (i� . Architect/Engineer E-mail: Contractor Name: City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: Phone: CONTACT NAME (please print): [C� tG-`-�.�► mac( Phone:_ 30 3 9 CONTACT EMAIL(p/ease print): C9 6 ce�) _AZ ' Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. 0--c 1 o '- p/ f X 2 t) (I .D Sq. Ft./LF i ZD BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) / I t. ��8� OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (OWNER) (CONTRACTOR) Ir (AUTHORIZED PRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): /�i DATE: 7 ' Printed Name: & ►2 ' C /� Y`7Y+�1/s't 4,t),4 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Michelle, 8/ 1 1 /09 This letter is to authorize the City of Wheat Ridge to charge $61,00 to our card on file for a mid-roof inspection for today 8/11/09. Please contact Brian with any questions (303- 668-7834). Permit 090897 Address 7255 W 33rd Ave Wheat Ridge. Co 80033 Thanks d Bn~n Tetdr Production Manager North West Roofing 2120 South Birch Street, Ste. 200 a Denver, CO 80222 303-304-0303 e 303-757-5007 - Fax U l 6006-L L-80 90=96 90 NIdOON 1S3MH12iON Z ~►~41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857. Fax INSPECTION NOTICE Inspection Type: A/4 Job Address/Permit Number: ~~~.rsxs r> r v ❑ No one available for inspection: Time 3%1< AM/PM Re-Inspection required: Yes " `When corrections have been made, call for re-inspection at 303-234-5933 t Date: Inspector:, DO NOT REMOVE THIS NOTICE I~> f;. ►I ra..__ ~r`xxn___.. n~ PERMIT NO: -:`09 JOB ADDRESS:' 72 DESCRIPTION:.'. 10 CONTACT owner 303./77 3c 303/69 PARCEL INFO ZONE CODE: SUBDIVISION:.' **.FEE SUMMARY Permit Fee Permit fee 'add * TOTAL Residen )0957 35 W33RD AVE repair of -u i r** 7-4642 Tere and s rn am ESTIN1 101 27i 5 43: e ig PERMIT - 090095 eating proeprty lines and proved plan and required nslble for inaccurate information ction errors resulting from ermit application are accurate, and do not violate applicable covenants, easements or restrictions of record; that all 1z r/o mer ection and is subject to the laws of. the )rado or any other applicable )e received :prior to expiration )orma llv rernnred 6rov)dsd co ceeds one (1) year, full fees shall causing _a drainage problem. e for all inspections and shall receive the job. of be construed to be a permit for, nor her ordinance, law;: rule or regulation. (303)235-2855 T THE FOLLOWING BUSINESS DAY. Fw"Eqr ~o R,o City of Wheat Ridge Building Division Date: m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-235-2857 wan 00 oQ Inspection Line: 303-234-5933 permit#: DOWIC9- <ORP Building Permit Application Property Address: "7 23 rj W 33RO A,, 3o3-T1~-~bti2 Property Owner (please print): i+l 5t~ StFFAa~1 Phone: 4wzl 1--018g Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: PIP61, 106SO)S IU65 Contractor License 0199 21 Phone: 303-bg6-7_ Sub Contractors: Electrical City License Company: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): 61" #q~ W aea w6456 Construction Value: $ 3000 Description of work: (as calculated per the Building Valuation Data sheet) r'6pLAe.E 20 pp aw0l;4,G Q0W54a -May C, SEmI6R. K6 .q - i ~ Plan Review (due at time of submittal): $ ATYI CI iC( LCf- YJ~,t flC{ ~lk~C i I' e ~ lO.92 Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (LB.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCEONE:: (OWNER) ( NTRACT R) or PERSONAL REPRESENTAT ~("y~~,/rr5~1n•~NER) (CONTRATOR) PRINT NAME: 'wtTwAN TR0L$&,1 SIGNATURE: Date: 2)(71 W DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS Reviewer: FIRE DEPARTMENT: ❑ approved w/ comments ❑ disapproved ❑ no review required OCCUPANCY: I Bldg Valuation: $ 1 ♦11~ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line ~JJ (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: LO),wo'• c~~fn ~6 ~xsU Job Address/Permit Number: 7.<°04,9.323VVi7 Af_ c~9 S ❑ No one available for inspection: Time r: dv AM/PM Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933 fA Date: 9° Inspector r~G [p DO NOT REMOVE THIS NOTICE t WIT - 090095 ID:. 02/12/2009 ZES:: 08/11/2009 x line !-9921 Pipeline Industries, Inc. UA C/LOT#: 0/ PVALUATION: 3,000.00: ;prty lines and 1 and required inaccurate information :s resulting from ion'. are accurate, and do not violate applicable sements or restrictions of record; that all agree to abideby all conditions printed on this eat Ridge Building Code (I B.C) and all others to field .inspection. z application and is subject to the laws of the at Ridge, Colorado or any other applicable tension must be received prior to expiration cial. f the amount normally required, provided no a and any suspension or abandonment has not ant exceeds one (1) year, full fees shall water causing a drainage :problem. 933 BUILDING OFFICE": (303)235-2855 SINESS DAY FOR INSPECTION THE (FOLLOWING BUSINESS DAY.' ~Fw"Eq>R City of Wheat Ridge Building Division Date: 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-235-2857 Plan ~o ao Inspection Line: 303-234-5933 Permit <ORP Building Permit Application Property Address: '7235 \N, -331'0Ar_- 3os"t~Z-`I b`IZ Property Owner (please print):'refwgA SWAnN Phone:3o3-2-11- o'er Mailing Address: (if different than property address) Address: State, Contractor: PitA6ur.NeZN0u5MtES Contractor License diR9 2t Phone: '_03-696-ct5qq Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): 5tw y- Amntiy 4w&.,)cE Construction Value: $ nk=t Description of work: (as calculated per the Building Valuation Data sheet) 10' r2.6PA12 6 Plan Review (due at time of submittal): $ (=~y,~(iaN.p Sa4N ~TA/e~ 36W G2 Unl(y Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (C TRAC R) or PERSONAL REPRESENTIVE (OWNER) (CONTRATOR) ~IZ PRINT NAME: AJAVA/J -zAcksw SIGNATURE: Date: DEPARTMENT USE ONLY ZONINGCOMMENTS: Zoning. Reviewer PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS OCCUPANCY: Reviewer. - FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required Bldg Valuation: $ i INVOICE# VAn lPELINE JOB DATE 29262 ANOMEMENEWINDUSTRIES IN C. P.O. Box 370 • Watkins, CO 80137 DATE PO# ` ® ESTIMATOR Chad CALLORIGIN - Friend Fax(303)671-6871 SERVICEMAN JOB INFORMATION BILLING INFORMATION NAME Teresa Shearn NAME Teresa Shearn ADDRESS 7235 W 33rd Ave. ADDRESS 11383 Oakland Dr. CITY Wheatridge ZIP 80033 CITY Henderson ST66 ZIP 80640 PHONE 303-777-4642 PHONE 303-271-0788 DESCRIPTION OF SERVICES: ESTIMATE Excavate and replace 4" main sewer line in the driveway. $ 3,000.00 Approx. 10' long up to 12' deep. k , *Includes: Excavation, Plumbers, Laborers, Pipe & Fittings, Saw cut, Bedding, Backfill, Compaction, Private Concrete, Clean-up, Haul Away, Permit and Inspection. All items included if necessary ® WARRANTY Terms of Warranty: 5 year - Parts & Labor Excludes: Roots and Ground Movement. (Acts of Nature) APPROVAL COMMENTS: SIGNATURE SUBTOTAL THANK TAX I YOU! PLEASE PAY THIS AMOUNT ITEMS NOT INCLUDED: Landscape, grass, sod, trees, bushes, flowers, plants, fence repair, decorative rock, private utilities, sprinklers, waterlines, electrical, gas, etc. Not responsible for damage caused by unstable soil, cave-ins or any other unforeseen complications. TERMS: Invoices are payable, in full, upon completion of work performed. Any invoice not paid when due, shall incur interest at the rate of 18% per annum. In the event that it becomes necessary to collect any unpaid balance owed, Pipeline Industries, Inc. shall be entitled to receive all costs of collection, including reasonable attorney fees. Pipeline Industries,. Inc. $hall be entitled to assert a mechanic's lien for all unpaid materials and labor supplied to building projects pursuant to Colorado law. $IONATUR ACCEPTANCE Q \J~ OF INVO X~4 4 r ° C ^ i SIGNATURE ❑ VISA ❑ M/C ❑ AMEX CARD # EXP APPROVAL # ❑ CASH ❑ CHECK # CHARGE A/R ACCOUNT # , ' , T'7~r,~sa ~heae/>> g-2D-OZ ~ o~:~ u~rzfin9 t~ou -fh~s Cctf~' ~a ~n~m~ ydu oFa ~'ccu iS5'[lP5 ~Vclfi tlzc. renEct(house a~ 7.235 !.{l, 33r~.~ue/,/ ,fa:~, f~x~py,alx.~'/~a./~hy (iv~5. -The-~e iss~es incl~bufar~nat (~~n~e~ Eo LL rrarr71e61h6cr7~r,5y54em not wdizkrry ' Wafcrlplarn6ny - baS'emxoE AlcOJe~) u,r~e✓ln Sinks is /raWnrsh i/? color E&C fel~l uJirin9 i/? h6i,r56 is <:4l.S~mytClaa daf6ero66 ccnd Wure cue, mcrrzy U=Pa.sed u~ere5• -~)7~x. drarnu9~~runofX' ~'i'om ~nueu~~! n~ ~xsis~cr~~ ~a.usin9 fxtsen~er~~ -~n ~~cer.l, _ R efaInux~ u~.!l byc~nve~vva.~ b tnmin9 ~cle~~u~eanel~.l/. 1 c~) (,UI /lo~ ~ec, rn~ae~yarc~nccds ~x cu_~ - c~usin9 elan~,er f,6o fh fl~se%v/ 12J i~ fhe house fhe, p~eue~ C(nvcu&y, SI&Oa('k5~ Urnc.nf aj-ea5 houe- (x 1r'err'e clamac~,c. c~nd h~cd re~lkci'~, W)(,(Jindoaus in hoase nced a.ffcn 6on, .sorrle, oiz brokcn ~a'o nn~ opcn 'Or c'1ase) and fhu e a.rc mj5511g or clamc~c~l S~xees6, l7~c rnd~e Irx~Jo r /ssues abouc. u~her6 noE mcntioa-d to us kase, JYacl fh~ i~,~rzs b~°nmentJOrxra~tve evou/dI)oL lxive ren~ed ~a, plzase a.~ldress ~hr~ ~ssues ~u~fhrn orx w~ (~.nor I-D.~1u9us~ Zl~, 2oD2~ or we cuLl/ 11zue rV ehai~ ,ff-d ~ Eacf fhe C~r.1c/ oF~hza~n~9e /~usiraomm~.~s1v~ ) Who U-~~ fh i,~ ~in~ ha vc u-lrcuc/y ~en u~'imxl~ Ctbou~ - flze a,:'~oue i.ssc~s, M„~ rl?aq aat,6c, you i/~Y13~ L/7a.~~ (~(ou ln (~'Q~uCIIJCG fDrCLI/ (~OU1' L'Or~rQl7OY7 ; ~ucfh -this /rv ff-ne. ~2D -a2 , /Y1~eh2el l~, e,fze~ ~lJ...~ ~zo -oz / ~ ee ~~lmoe~~ , TERESA L. SHEARN 11383 OAKLAND DR. HENpERSON, CO. 80640 (303) 286-9516 Mike & Shannin Weizel, Jennifer Elmore 7235 W. 33rd. Ave. Wheat Ridge, Co. 80033 This is in regards to your letter I received August 22, 2002. Upon receipt of your letter, I called Shannin to try to discuss the items on your letter. You were rude to me and even hung up on me. I then tried to Call Jennifer and was yelled and cussed at you even used the "F" word at me. There was not any reason for either of you to disrespect me in that manner and I hope it will not happen again. This morning I spoke with Bob Gaspar, inspector for the city.of WheaY Ridge. We discussed your letter and I informed him of the following. # 1 The thermostat was replpced on August 24, 2002 and the furnace is working fine. #2 The basement flooded due to your washing mpchine hose coming out of the drain. We had been drinking the water from downstairs and it is fine. You were informed about the tree root problem prior to moving in. I have been treating for the roots and will need to do it sometime around April. If you notice a problem with the down stairs tub draining real slow call me. You have been asked not to put anything down the drain food, tampons or anything else. If there is a clog ano the plumber pulis out something that should not go down the drain. You will be responsible for the bill. Or if you have me call in a professional inciuding Robert and you creafed the problem, you wili be responsible for payment. #3 To my knowledge the only exposed wires are the telephone wirps. I have a choice to remove them then there will not be a tefephone jack in the large bedroom downstairs. Or i can cover the wires with black tape so they are not exposed. #4 Keep dirf free from around ground well. Get sandbags if you are worried about water coming under the door. It has only happened a couple times that I know of in 24 years! #5 Has been that way for years, I have had it checked«You said you were afraid to let your kids piay in the front yard with the retainer wali leaning. Your Kids are 1 1/2 & 5 years old, would you let them play near the wall weather it was leaning or not? #6 The weeping willow tree will be trimmed before winter. #7 N/A #8 There is one window that does not open. Nothing will be done at this time about the windows. I had another family that wanted to rent the house bu# you both told me how much you liked it and how you were going to plant flowers and really care for the house. I thought you were nice young ladies so I choose you to rent the house. Shannin, Chris told me you said to tell me you were sorry, I excepfi your apology. Please follow your lease. Have your rent here on or before the first of each month. I am not your enemy, respect me and I will respect you. Don't threaten me with a lawyer, I also have one. My family has been in the rental business for years. Roberf has a college degree in HVAC, he is certified and licensed in the field. He has ovqr 15years experience. Most of all I want the house to be kept in good condition. That takos both of us working together. Sincerely, Teresa L. Shearn Jefferson County Assessor System 3neraG.information~ Assessor Aome e cTTf Aome eP Searc6 100JeffersonCounty Pkwy INeighborhood:0412Area2 Golden, Colorado 80419 SubdivisionName33RDAt 303-279-8600 Page 1 of I , information is prepazed as an ongoing commitment to the public to provide accurate, qu up-to-date information to the public. is an informational service and will be maintained during normal business hours, 8 a.m. Mondays through Fridays. If any service interruption in service occurs during non-busi the problem will tie addressed at the beginning of the next business day. rson County makes every effort to produce and publish the most current and accurate pr mation possible. Jefferson County assumes no liability whatsoever associated with the u se of this public data. Srnd mail to assessor(rtcojefferson.co.us witti~duestions or comments about this Web Site. Copyright 0 2000, 7efferson CounTy, Colorado. All rights reserved. Last modiied. May Ol, 2001 hrip://ww4.co.jefferson.co.us/apps/servleUats.atsdisplay?sch=022463&search=6&ptype=&sale.: 8/ 12/02