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0302-024 (PLBG)N W O =) M W T- 0- (D - 0 -(D J W Z M N ON (_5 C Z Lo HCr O X W OJQ co VU CL 0) ,It Z ob 5 �O Q J LICENSED CONTRACTOR DECLARATION I.hereby affirm unoor penalty of perjury that I am licensed under provisions of chapter 9 1coi'hmencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 3? 418 I"Date, _6_ 0 a Cr1.46 0149/2( r �.s Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). }( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carver •...3T I!arE r;014ry Policy No. 10033a,142 (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:,t .. f" r 1 a Applicant ' ! s.. a `v..? :.� . •< Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety foratar permit subject to the conditions and restrictions set forth on h•is application. , 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuanfb any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees: 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes., Signature (Owner/Agent)tt.6 0 ^' -�� �'•" Date.? " in"Ye BUILDING_ PERMIT PERMIT# DATE 1f /1 VALUATION LOT D3 W4 TRACT JOB SlItE I APN ADDRESS; 'Al AVf:r��� OWNER CONTRACTOR/DESIGNER/EN 1NEER V.3, PMALMRVICE 3A QMM..A� GA 92253, USE OF PERMIT �I:tJ1v�1;t537� SEPTIC .A Nltt7NMEN-l'I SEWER HOi X -OP WOIIA'S.IaN I-Ui' 'RD 1,,A.'Ay+Xt 0,rmwA t.+"L SFUMR R CA .1V121.543 (�tlS';ti 43MPvS4.1 x;73114 IMD E1�� C0671CSF CONIS '�lC .1014 PLUMBING RE -- SEWER 101-000-419-000 KM f-1TOTAL �O2�:'T. UC7'1 ION A ND PLAN Cy�•M, CX* PAD tC awn, $ f $30.00 $0.00 FEB 0 6 2003 ��UJ �� • CITY OF LAQUINTA NCE DEPT. Ell A �EC DATEBY �� DA'jJr Fl Q Ep� a INSPECTOR /f' INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts b -Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans OX to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Pibg. Test Final I I Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Sewer Connection ��/ Pool Cover Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: A.11V %%ClG, tv OF T1 February 6, 2003 Re: Sewer Connection at U.S. Post Office, 51-321 Avenida Bermudas, La Quinta, California; Building Permit #0302-024 To Whom It May Concern: Whereas the timely handling and delivery of mail is essential to the community, it is hereby found that the abandonment of the existing failed septic system and connection to the public sewer system of the Postal Facility located at 51-321 Avenida Bermudas, in the City of La Quinta, California in a manner that does not disrupt mail service is a circumstance "of unusual and compelling nature," in accordance with La Quinta Municipal Code §6.08.050, Exception 2. This letter is to authorize Heard Holcomb Plumbing,.dba Roto -Rooter (CSLB #334418) and/or its sub -contractors and employees to perform construction work related to the abandonment of said septic system, and connection to the public sewer system on Sunday(s), as dictated by the requirements of the job. The work associated with this project would normally include excavation, Pumping of existing facilities, installation of new piping, back -filling and paving. It may also include, if necessary, the partial disassembly, movement and re- assembly of existing commercial coaches on the site. For questions related to this matter, please feel free to contact me directly. Sincerely, reg Butler, Building & Safety Manager City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7015 (voice) (760) 777-7011 (fax) gbutler@la-quinta.org 'ATF ],A QUINTA ZA. SUBJECT: 51-321 ACCOUNTANONID606014,834.0.0 r SANITATION CAPACITY CHARGE CC: 35/55 I . 4 RA:TB`•. 1,925.00 PAY THIS AMOUNT � jtdD5 ° b i ,AN 2 8 2003 I ACHELLA VALLEY I WATER DIS -t R1CT i gY P.O. BOX 1058 COACHELLA, CALIFORNIA 92236 j C OACHELLA VALL_Y WATER -�__ ame of Petitioner tailing Address,. '21ephone Signature of Petitioner Signature of Petitioner Signature of Petitioner Date Date Date HIS DOCUMENT REQUIRES THE SIGNATURES OF ALL OWNERS OF THE ABOVE-DESCRIBED PROPERTY. FOR DISTRICT USE ONLY) / / 1 nv0ice 1 d / ccount No. (00(00/, X34, O0`>1.4eR No. jo1151 Date -e9to Class EDUs L_D� CVWD-203e (Rev. 5/02) i ROTO- Roo TER Plumbers of RotoCo., Inc. License Number: 422155 • Federal ID Number: 33 JOB NA1ME COURTESY INSPECTION OY ON X - - ❑ HEMET (909) 658-8541 ❑ LAKE ELSINORE (909) 674-2312 ❑ BANNING (909) 922-9491 ❑ RANCHO/TEMECULA (909) 699-0555 ❑ BEAUMONT (909) 845-3338 ❑ REDLANDS/YUCAIPA (909) 797-8697 ❑ PERRIS (909) 657-9852 ❑ PALM SPRINGS/DHS (760) 322-2622 ❑ SUN CITY (909) 679-8919 ❑ INDIO/PALM DESERT (760) 346-1736 WORK ORDER No -238455 DATE JOB # 796 N. STATE ST. • HEMET, CA 92543 Toll Free: (800) 491-7686 Fax: (909) 652-9515 TECH #1 ./% Zk— — 1-800 GET ROTO (438-7686) �a75o32 .FIXTURE MAIN LINE: FT ❑ BATH SINK - - - - - - - -❑ PURCHASE ORDER # - - -CLEANED: TOILET _ - - - - - - - -❑,' KITCHEN SINK ----- ACCESSED ---- ACCESSED VIA C) DRAIN Q CLEAN OUT 0 VENT BATHTUB ---------❑ LAUNDRY ---------❑ SHOWER --------- 11 URINAL ----------- ❑ 0 YES GUARANTEE D NO 8 A.M. - 5 P.M. MON. THRU FRI. TIME IN _ TECH #2 FLOOR DRAIN - - - - -❑ FLOOR SINK -------❑ AREA DRAIN ------- ❑ OTHER ❑ TIME OUT CAUSE OF STOPPAGE DRAIN CLEANING $ ROOTS ❑ GREASE OOTHER 0 UNKNOWN ADDT FOOTAGE � ;I QTY. ,` PART NO. DESCRIPTION / REMARKS / REPAIRS NEEDED ,ij PRICE ii PLEASE INITIAL THE FOLLOWING: A. The serviceman discussed Roto-Rooterrprod ucts with me. B. I have been advised additional lines cleaned at this time are half priced C. I have been advised that running my main line from a 3" roof vent is improper access and can only be given a 10 day guarantee, a 2" main line has a zero guarantee. In order to get a 90 day guarantee a cleanout must be installed. WAIVER OF RIGHT TO CANCEL: Pursuant to Section 1689,13 of the California Civil Code, I acknowledge and hereby waive my right to cancel the sale within that the products and services rendered hereunder ore emergency repairs. ADDITIONAL TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE HEREOF CUSTOMER COPY ❑ CASH V,611.1- ❑ CK # ADD'L FIXTURES C PLUMBING LABOR PARTS PRODUCTS/TREATMENT VIDEO INSPECTION HYDRO-JETTER it MINI JETTER LINE/ LEAK LOCATION PUMP SEPTIC/GREASE OTHER TAX TOTAL r ` PAYMENT RECEIVED ❑ CREDIT CARD/TYPE CC EXRDATE APPROV, # I hereby authorize Rotoco, Inc. to charge my Credit Card for the above charges. I understand that by signing below I am agreeing to all charges incurred on this invoice and that the wok-waMompleted to my satisfaction. Cardholder Signature X Signature Acknowledgement CONDITIONS AND EXCLUSIONS Roto -Rooter Service & Plumbing Co. guarantees the services performed as set forth in this invoice to be free from defect in materials or workmanship for the applicable time period stated above. If within the Guarantee Period a drain stoppage or other defect in the repair of plumbing fixtures or plumbing parts installed by Roto -Rooter Service & Plumbing Co. occurs, Roto -Rooter Service & Plumbing Co. will clear the drain stoppage or. repair or replace (at Roto -Rooter Service & Plumbing Co.'s option) the plumbing fixture or plumbing part previously installed at no cost to customer. subject to the following exclusions and limitations: 1. This Guarantee applies only to the specific sewer lines cleaned, or plumbing fixtures or plumbing parts supplied and installed by Roto -Rooter Service & Plumbing Co. 2. Roto -Rooter Service & Plumbing Co. must receive notice of the defect within the Guarantee Period. 3. This Guarantee does not apply to: a. Multi Unit Dwellings sewer and drain lines. plumbing fixtures or plumbing parts. b. Materials furnished or work performed by other than Roto -Rooter Service & Plumbing Co. c. Drains, sewer lines. plumbing fixtures and plumbing parts which have been misused. abused, damaged or modified by others; d. .Drain or sewer line stoppages caused by foreign objects, including but not limited to sanitary articles, paper towels. toys, etc.; or e. Sewer lines which are settled, broken, offset deteriorated, damaged or improperly or illegally installed. f. Drains, sewer lines. plumbing fixtures on septic systems. g. Commercial accounts. 4. The Guarantee Period commences on the date or original service and shall not be extended by subsequent services or repairs made purSUarlt to the terms of the Guarantee. The Guarantee hereunder extends to the customer invoiced for the services and is not transferable. 5. Roto -Rooter Service & Plumbing Co.'s liability hereunder shall be limited to recleaning of drain or sewer stoppage (Max. two repeat visits) or the repair or replacement of defective plumbing fixtures or plumbing parts: Roto -Rooter Service & Plumbing Co, shall not be liable for (1) Incidental or consequential damages; (2) Water or other damage; (3) Loss of use; or (4) Loss of anticipated benefits or profits, any of which result from the furnishing of services or products, or from the breach of the Guarantee, even if Roto -Rooter Service & Plumbing Co. knew of the likelihood of such damages. 6. Any implied warranty of merchantability, or fitness for a particular purpose of use, shall be limited to the duration of the foregoing written guarantee. The foregoing written guarantee is the customer's sole and exclusive remedy and in lieu of all other guaranties and warranties, express or implied, written or oral. This guarantee may only be modified in writing. signed by an officer of Roto -Rooter Service & Plumbing Co. 7. This guarantee does not apply in the event customer breaches any of the Teens and Conditions of service, including but not limited to timely payment of all charges. TERMS: NET 10 DAYS. A FINANCE CHARGE will be computed on the unpaid balance by a single period rate of 1-1/2% per month, which is an ANNUAL PERCENTAGE RATE OF 18/0. "State law requires any one who contracts to do construction work to be licensed by the Contractors State License Board in the license category in which the contractor is going to be working - if the total price of the job is $300 or more (including labor and materials). Licensed contractors are regulated by laws designed to protect the public. if you contract with someone who does not have a license. The Contractors State License Board may be unable to assist you with a complain. Your only remedy against an unlicensed contractor may be in civil court, and you may be Liable for damages arising out of any injuries to the contractor or his or her employees. You may contract the Contractors State License Board to find out if this contractor has a valid license. The board has complete information on the history of licensed contractors including any possible suspensions, revocations, judgements and citations. The board has offices throughout California. Please check the government pages of the white pages for the office nearest you or call (800) 321-CSLB for more information" i���r_rt t2nr���l-r�r����� nt�r����nt:r��nr�����tsts�n�n�nt_n�l-t��ts�nPLEPOPt: rEDE a ro Pj (Single) Family Owner Occupied C c5 1011 1. Basin, Tub, Shower, Kitchen Sink, Laundry and Sewer in Good Condition with Clean Out ....90 days 5 S3. 5 2. Sewer From Roof Vent (2" Roof Vent a Guarantee)..................................10 days Toilet Stoppage and Area Drain.................................................10 days 4. Single Family Rental (Single Unit Only)...........................................30 days 5 5 5 5 5. All Plumbing, Repairs and Replacements...............................1 Year Parts & Labor 5 O rJ��Pr�r:Pr�rJ7rJ�iJ�rJ�r��rJ�rJ�r�rJ�2, E rPr I I.:.:: E 2 1.:, J��PcJi PcPcPrJ�rJ�rJ�rJ�iJ�rJ�rJ�r�r�i:PrJ�r�rJ�rJ��Pr�r�rJ�rJ�rJ�rJ�rJ�rJ�rJ��P�t�r� O CONDITIONS AND EXCLUSIONS Roto -Rooter Service & Plumbing Co. guarantees the services performed as set forth in this invoice to be free from defect in materials or workmanship for the applicable time period stated above. If within the Guarantee Period a drain stoppage or other defect in the repair of plumbing fixtures or plumbing parts installed by Roto -Rooter Service & Plumbing Co. occurs, Roto -Rooter Service & Plumbing Co. will clear the drain stoppage or. repair or replace (at Roto -Rooter Service & Plumbing Co.'s option) the plumbing fixture or plumbing part previously installed at no cost to customer. subject to the following exclusions and limitations: 1. This Guarantee applies only to the specific sewer lines cleaned, or plumbing fixtures or plumbing parts supplied and installed by Roto -Rooter Service & Plumbing Co. 2. Roto -Rooter Service & Plumbing Co. must receive notice of the defect within the Guarantee Period. 3. This Guarantee does not apply to: a. Multi Unit Dwellings sewer and drain lines. plumbing fixtures or plumbing parts. b. Materials furnished or work performed by other than Roto -Rooter Service & Plumbing Co. c. Drains, sewer lines. plumbing fixtures and plumbing parts which have been misused. abused, damaged or modified by others; d. .Drain or sewer line stoppages caused by foreign objects, including but not limited to sanitary articles, paper towels. toys, etc.; or e. Sewer lines which are settled, broken, offset deteriorated, damaged or improperly or illegally installed. f. Drains, sewer lines. plumbing fixtures on septic systems. g. Commercial accounts. 4. The Guarantee Period commences on the date or original service and shall not be extended by subsequent services or repairs made purSUarlt to the terms of the Guarantee. The Guarantee hereunder extends to the customer invoiced for the services and is not transferable. 5. Roto -Rooter Service & Plumbing Co.'s liability hereunder shall be limited to recleaning of drain or sewer stoppage (Max. two repeat visits) or the repair or replacement of defective plumbing fixtures or plumbing parts: Roto -Rooter Service & Plumbing Co, shall not be liable for (1) Incidental or consequential damages; (2) Water or other damage; (3) Loss of use; or (4) Loss of anticipated benefits or profits, any of which result from the furnishing of services or products, or from the breach of the Guarantee, even if Roto -Rooter Service & Plumbing Co. knew of the likelihood of such damages. 6. Any implied warranty of merchantability, or fitness for a particular purpose of use, shall be limited to the duration of the foregoing written guarantee. The foregoing written guarantee is the customer's sole and exclusive remedy and in lieu of all other guaranties and warranties, express or implied, written or oral. This guarantee may only be modified in writing. signed by an officer of Roto -Rooter Service & Plumbing Co. 7. This guarantee does not apply in the event customer breaches any of the Teens and Conditions of service, including but not limited to timely payment of all charges. TERMS: NET 10 DAYS. A FINANCE CHARGE will be computed on the unpaid balance by a single period rate of 1-1/2% per month, which is an ANNUAL PERCENTAGE RATE OF 18/0. "State law requires any one who contracts to do construction work to be licensed by the Contractors State License Board in the license category in which the contractor is going to be working - if the total price of the job is $300 or more (including labor and materials). Licensed contractors are regulated by laws designed to protect the public. if you contract with someone who does not have a license. The Contractors State License Board may be unable to assist you with a complain. Your only remedy against an unlicensed contractor may be in civil court, and you may be Liable for damages arising out of any injuries to the contractor or his or her employees. You may contract the Contractors State License Board to find out if this contractor has a valid license. The board has complete information on the history of licensed contractors including any possible suspensions, revocations, judgements and citations. The board has offices throughout California. Please check the government pages of the white pages for the office nearest you or call (800) 321-CSLB for more information" CONTRACTOR'S SCOPE OF WORK for LA QUINTA MAIN POST OFFICE 51321 AVENIDA BERMUDAS LA QUINTA, CA 92253 JULY 1994 ARCHITECTURE PLANNING INTERIORS 9449 BALBOA AVENUE ■ SUITE 200 SAN DIEGO A CALIFORNIA A 92123 TEL 619-292-9200 0 FAX 619-292-9225 CONTRACTOR'S WORK FACILITY: LA QUINTA MPO DA'17: 15 JULY 1994 ADDRESS: 51321 AVENIDA BERMUDAS FMS #: F05103 LA QUINTA, CA 92253 The Contractor shall provide all materials, labor and equipment required to perform the work described herein. In the work of all trades the Contractor shall perform any or all cutting/patching, repairing, restoring, and the like necessary to return all surfaces affected by the work to the original or better condition. All work shall be performed in conformance with the latest adopted codes and ordinances. See attached Handicap Notes for additional information. Coordinate all work with the Facility Manager as necessary. 1. Customer Parking Remove existing h/cap parking sign and post and all blue painted surfaces at existing h/cap parking stall. Re -paint existing parking stall as indicated for h/cap parking, per D- 4. Paint exist'g conc. wheel -stop blue. Core drill/saw-cut existing conc. walk for installation of parking sign footing. Saw -cut & remove exist'g conc. walk as indicated, see D-1 & D-4. Compact area, install base and AC paving infill, flush w/ exist'g. Construct conc. curb ramp with .ape of 1:12, and flared sides w/ max slope of 1:10. Conc. shall have a med. broom finish w/ 12" wide grooved border (1/4" grooves @ 3/4" oc) running parallel w/ top of ramp. 2. Accessible Route - Exterior Remove existing metal handrail at ramp (as indicated) and existing abandoned conc. footing. Remove exist'g rock topping. Construct conc. walk (w/ #6- 10/10 WWF @ mid -depth). Dowel into exist'g slab. Cut and remove existing handrails. Install 1 1/2" dia. painted mtl handrails at exist'g stair & ramp, see D-5. Install continuous 2" wide (min.) contrasting, abrasive/grit finished stripe (1" from nosing), on all treads. 3. Entrance Doors. Remove existing double acting, black anod. aluminum entry doors, alum. storefront frame (entire opening incl. transom wdw.) and threshold. PAGE I OF 172 Provide and install the following: * Black anodized aluminum double entry door (single acting), equal to "Kawneer" Series 350 with 10" high bottom, 5" high top rail and offset hinges. Door size: 2'-11" x 6-11" ea. (VIF) * Black anod. alum. frame equal to "Kawneer" Trifab H 400, w/ fixed transom window over doors (to match existing). * Threshold equal to Pemko 270-Pemkote on aluminum. * Glazing in door shall be tinted (to match existing) and tempered. * Reistall glazing at transom wdw. * Full weatherproofing accessories, including a concealed door bottom equal to PEMKO 377VP. * Closer equal to LCN 4041 Cush Series, finish to match door. Closer shall be adjusted for a maximum operating effort of 8.5 pounds. * Push/Pull hardware shall be located between 30" and 44" AFF to center line. * Lock shall match existing. Cylinders shall be keyed ver USPS requirements. * Continuous alum. doorstop to convert door to single action operation. * 2"x 6" (min.) vinyl sign, applied to door glazing. Sign shall have 1" hi, red letters indicating PULL (@ exterior side) and PUSH (@ interior side). * 6" Sq. vinyl international symbol of accessibility logo on door glazing. Symbol shall be white on a blue background with a white border. Remove and reinstall all existing alarm equipment wired to door's operation. Replace existing signage applied to glazing. 4. Accessible Route - Interior Remove and replace existing black anodized aluminum door and frame. See item #5, "Interior Lobby Door" for add'l info. 5. Interior Lobby Door Remove and replace existing anodized alum door and frame (incl. transom wdw. above door). Install door to swing per D-6. Provide and install the following: * Black anodized aluminum door (2'-11" x 6-11"), equal to "Kawneer" Series 350 with 10" high bottom rail, 5" high top rail w/ offset pivot hinges. * Black anod. alum. frame equal to "Kawneer" Trifab II 400 * Glazing in door & transom wdw. shall be tempered and tinted (to match existing). * Closer equal to LCN 4041 Cush Series, finish to match door. Closer shall be adjusted for a maximum operating effort of 5 pounds. * Push/Pull hardware shall be located between 30" and 44" AFF to center line. PAGE Z OF 13 " Lock shall match existing. Cylinder shall be keyed per USPS requirements. Continuous alum. doorstop to convert door to single action operation. * 2"x6" (min.) vinyl sign, applied to door glazing. Sign sahll have 1" hi, red letters indicating PULL (@ Box Lobby side) and PUSH (@ Service Lobby side). Remove and reinstall all existing alarm equipment wired to door's operation. Replace existing signage applied to glazing. 6. Accessible Writing Desk Remove and replace existing writing desk in service and box lobby per D-10 7. Accessible Mail Slots and Vendingaccess Remove and relocate existing recessed stamp vending machine, so that coin slot is at 54" max. above finish floor (to center line). Frame area for a secure and level installation. Patch and repair area per USPS Std. Dwg. SD -20209-2j. Plas. lam. shall match FORMICA #899. Remove and relocate existing mail slots (typ 3), so that slot is at 54" max. AFF. Remove & reinstall all exist'g signage. Remove existing painted plywd. panel. Repair area per USPS Std. Dwg. SD -20209-2j. Fxist'g mtl frame to remain. PAGE � OF i -'� ;-*Tl fzEMOVE z� kELOC^Tf: WHEEL -5TH? Rl-�Mo,IE I IST Pr-,MoJE MM, 7 No ►c-v�. fM VIE 4;"A1 ' MP "p I?"�:Mvyr- ca1�. Flo, fZEMOYr-- L� RcoK g ^1" AeEii ro SCE Vrz Cotte. �� f E"C-- F.,ur,- rAlNT YI W1.oNG i�R KINcp 4Na, W AI.K ,�M-C,uT 4' �EMovE I�ION of CoNG. WALK SHEET TITLE: U5P5 ABC PROJECT No*roC ^ HG ' D •� M L,AG?U1flT^ , I ����--��-- DATE: 15 JULY 1994 LA duIl�.A , CA IFM5No: F05 10'?, 4 OF � � G 61- M,rNMIN11, TT'• ap -> ® �I ;2 . EKls 1 W --p Mil'. �ANl;�F-OkIL IpleMoVE, � mr �AO--- MOP. Al-LIM, F"r-, REMOVE I ALA" -21� G�M�, TTp. "o\1� I le AW C2 ALuM. t�l� �0-195',E q f-Ef'I,^Cf�, . AUM, ��I-torn, SHEET TITLE: c: U5P5 ABC PROJECT r ojoi cv" fts 0� P-2 • �CO' O GoNblTldN9. L/A11'' �U� �+-� DATE: 15 JULY 1994 �A �4� M� FM5No: FO510':?7 1j OF 13 �o� �Y boob r U5P5 ABC PKOJECT bo� &?U I � T^ Mir. �A &QIWIA . cam.. k'r-- MpL,4Cr-- ALUM, FSM F no©rz Fto�lE 4 P, F-Ifx�-T� VE�NOI N a K.40H I NE 5 Ll R --- ff I-fA►_t� �I I71 NG K!� si PZEFLACEE A } RET' l�) SHEET TITLE: PROToGPAP015 r2elp/ o GoNbllrl a DATE: 15 JULY 1994 FM5No r051D'j 6 OF I 3 ra+. 1 U5f 5 ABC rKOJECT Lt,"� (:�?U IN T^ M, i' o. �A &0jWjA . ca . SHEET TITLE: �I`TE rLA N DATE: 15 JULY 1994 FMS No: F0510%j �� : I'=2o-o I)^ 4 IOF13 —low SEE D-7 FOR KEY To WORK NOTES ai 16 F�T IAL t:PLAN 0 �XIS-R� FAM ff I VjaV A, XO Nb PTM. FA5Tt--:v GAW-607 ^14t:;, �°� 01sT Flp)PAU��CUT So 101S -P cor-W p. W.7er, p%eave O/V Fx6ro Ppl��. OC-5'-� SHAW- Frr r=NUC-,qY CN RxleTle pitzIN5. o VIE - 4ANDPAl LS 5K� I-VA16H 6XOP, 5lG,4� SEA I L e) 4IA�4 OM L- ��-06E, kl Ia�MUAMXy.MO�J 4F-V� Da. /40 efR-IP I F -P SHEET TITLE: U5F'5 ABC FKOJECT F-14Tr-y ^r -FA PLAN I F, NMDRINJL P57rAl! ILIA 6?U I � T^ tt.ro, PATE:15 JULY 1994 &QIW4A 6-A.. FM5No: ro5lol?l P-5 P OF 1-3i KEY TO Wo(;,.K NOTES. 20 v�Ne� tI AC 20 t 421 • w G 5'.rl?"1b l i2�M1A1 N GG MK • , 19 WA L- K 1 T 0 { RAMP bl�p Lam`( Cs��3�I a- _ • . EXISI"'G To PIE MAIN �xiST� P NfMKAINN� IFl�11bl FL o ,ARC-^ . SHEET TITLE: U5f S ABC PROJECT F LOO Ft p L^N �I,,,Pt T� M, r Q DATE: 15 JULY 1994 lA ��i�l�; CA • FM5No: 10510'? 0) OF 1 ?j r NOTES TO SHEET D-.4 D- 5 D- ro 1 EXIST'G CONC. WALK. REMOVE PORTIONS AS INDICATED. 2 SAW -CUT AND REMOVE TRIANGULAR, SHADE AREA OF EXIST'G CONC. WALK. EXCAVATE AND COMPACT AS REQ'D. INSTALL AC PAVING. 3 SAW -CUT AND REMOVE AREA OF EXIST'G CONC. WALK AS REQ'D. CONSTRUCT CONC. CURB RAMP. SEE ITEM #1, PAGE 1 FOR ADD'L INFO. 4 RELOCATED CONC. WHEEL STOP, ANCHOR TO PAVING'AS REQ'D. PAINT BLUE.. 5 PAINT 0/V EXIST'G WHITE STRIPE. PAINT BLUE TO CREATE H/CAP PARK'G STALL. PAINT DIAGONALS AT ACCESS AISLE (36" OC). 6 PAINT LOGO PER D-8 7 CORE -DRILL CONC. WALK. INSTALL SIGN POST AND FOOTING PER D-9 8 REMOVE & RELOCATE EXIST'G CONC. WHEEL -STOP. SEE NOTE #4 9 EXISTING AC PAVING, TO REMAIN, U.N.O. 10 EXISTING FLAGPOLE, TO REMAIN, U.N.O. 11 REMOVE EXIST'G MTL. HANDRAIL (ALONG LENGTH OF RAMP). INSTALL CONT. 1 1/2" DIA. PTD. MTL HANDRAIL @ 33" AFS, W/ GUIDERAIL 3" CENTERED ABV. WALK SURFACE. HANDRAIL SHALL HAVE 12" EXTENSIONS @ TOP & BOTTOM. 12 EXIST'G CONC. RAMP (9% SLOPE). SAW -CUT 1/4" DEEP GROOVES @ 3/4" OC. INSTALL 4" WIDE CONTINUOUS, CONTRASTING, GRIT FINISHED STRIPE AT EDGE OF STEP AT RAMP. 13 CONC. INFILL(SHOWN CROSS -HATCHED) 6" THK. W/ WWF @ MID -DEPTH. DOWEL INTO EXIST'G CONC. SLAB W/ #4 REBAR x 12" L. @ 24" OC. EMBED 6" MIN. INTO EXIST'G CONC. SLAB. FILL PRE -DRILLED HOLES W/ EPDXY. 14 EXIST'G L/SCAPING, TO REMAIN. 15 CONTINUOUS 2" WIDE (MIN.) CONTRASTING, ABRASIVE/GRIT FINISHED STRIPE (1" FROM STAIR NOSING), TYP. ALL TREADS. 16 REMOVE & REPLACE EXIST'G MTL HANDRAILS (3 @ STAIR, 1 @ RAMP). INSTALL CONT. 1 1/2" DIA. PTD. MTL HANDRAIL @ 33" AFS. HANDRAIL SHALL HAVE 12" EXTENSIONS @ TOP & BOTTOM. SEE D-5 17 ACCESSIBLE WRITING DESK, TYP 2, PER D-10 18 REMOVE & REPLACE EXIST'G ENTRY DOOR & FRAME, SEE ITEM #3, PAGE 1 FOR ADD'L INFO. 19 REMOVE & REPLACE EXIST'G LOBBY DOOR & FRAME, SEE ITEM #5, PAGE 2 FOR ADD'L INFO. 20 REMOVE & RELOCATE EXIST'G STAMP VENDING MACHINE & 3 MAIL SLOTS. SEE ITEM #7, PAGE 3 FOR ADD'L INFO. U5F5 ABC PROJECT lol� &?U I � T^ It r. SHEET TITLE: DATE: 15 JULY 1994 FM5 No: FO 51 03 P-7 IV OF WHITE SYMBOL AND BORDER ON BLUE BACKGROUND (BLUE SHALL MATCH FED STD. 595a No. 15090). SYMBOL LOGO SHALL BE 36" SQ. AND LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE. r^INT Lk�,F X12 FaVEMp-NT P'MAP-r-IN02v ,�[lA�L 6rmprY w/ if a tt�T�,,3T At2p�.17 EDI T+ cN e --F 7R �- &�T*1P^AP ��I f ICATiaNS f u%c- leo" 1p1�'(RL1Gjlo N e35c [joH 310-5.G SHEET TITLE: DRAWING • :: U5f 5 A13C PROJECT PAI WT�-,P rAf:kKI N G - D S GTA LA.- OCO. Dnl"[: 15 JULY 1994 FM5No: ro IO 3 QUItIrr^ , CA • I I OF I'lj I DISAJED PARKING A NG 2'-01 - C:-Wr%Tic^ �"Yf T-, - WfIITr-, 10 )< IG;� x o.8 ^SU M i!�1014 . ,AJT/%CI4 W/ 2 m5GE -IM N G V% rl It, of Fes. UNAUTHORIZED VEHICLES NOT DISPLAYING DISTINGUISHING 12F v�� Iz✓� KH I�� PLACARDS OR LICENSE. PLATE 1[� O R L ISSUED FOR PHYSIPERSONS WI� V �� Qom' N , HANDICAPPED PERSONS WILL 6I `✓ U' `� Tfr BE TOWED AWAY AT .oR 150 INi� `gyp 595A) OWNER'S EXPENSE TOWED VEIRCLES MAY BE RECLAIMED AT BY TELEPIIDMMC III Ifl. iIL=1.VGTICA TYI'� r C , VAN ACCESSIOL i lope GONG. �,�1TNG mmo . ; RSM ,ACV I NC-.:, /4*I��oN el 11 gip_ f EF^ &I^NVr--L Noll - yolk nor- 491 cemm �Tr-- q I� two PW ► M U51'5 A13C PROJECTVAN SHEET TITLE: rNP-KING SIGN Q U I N -T^ M. rQ, DATE: 15 JULY 1994 L` aUINTA G,. EMSNo: fo r2Iots UKAWING D-9 12 OF 13 NOTE: 'WA5TE' TO BE SILK SCREENED IN WHITE ONTO BACK OF CLEAR ACRYLIC PANEL PANEL SHALL BE FURTHER PAINTED WITH BLACK BACKGROUND AND GLUED INTO RECESS IN DOOR FLUSH W/DOOR FACE. LETTER STYLE HELVETICA BOLD ITALIC. GRAPHICS 0 PUSH PANEL evI PE V,LEV.. %2 wYK ruAe. IAM, MFAL (m° me -f) �M a/EP- �8' rxrl�" L'e L-�P. EXI ✓TG, `YFAL� VF alz&N5 i q '2EeQ n 3� O _-..431 F 10 N T ELEVATION----, U5r5 ABC I KOJECT � � J NTS M.F. V, IAOUINTrA , CA. SHEET TITLE: i��Gb�rviF17L1; WNTINCS IIESr DATE: 15 JULY 1994 FM5 No: F 0 Fj I o 5 CMMET HDIAF�. rWgNETic, TOUGH LAM N MMS Gi1T ter �►� iivoT r` gA5TE a2� GENE RAI. NOTES ALL e4'o-sSZ'.) 9U RflGeS 'aALl M FiNF�7F-P W ( M ICA # 924 - MlTg ) INTEWce- %IALL. ve- �W{}III M-- "MELA MI NE TV VVl V `0 VJP•I-L PER L1S�'S Srr� DRAWING D. 10 130F 13 ABBREVIATIONS @ AT HI HIGH # NUMBER HVY• HEAVY & AND INT. INTERIOR DIAMETER JT. JOINT CENTER LINE L LONG ADJ. ADJACENT LAM. LAMINATE ABV. ABOVE L/SCAPE LANDSCAPE AC ASPHALTIC MANUF. MANUFACTURER CONCRTETE MED. MEDIUM AFF ABOVE FINISHED MIN MINIMUM FLOOR MAX MAXIMUM AFG ABOVE FINISHED MTD. MOUNTED GRADE MTL. METAL AFS ABOVE FINISHED NIC NOT IN CONTRACT SURFACE O.C. ON CENTRE ANDD. ANODIZE ON OVER ALUM. ALUMINIUM PLAS. PLASTIC APPROX. APPROXIMATELY PCC PORTLAND CEMENT BD. BOARD CONCRETE BLK. BLACK PG. PAGE B/W BETWEEN PKG. PACKAGE BOT. BOTTOM PT. PAINT CER. CERAMIC P.T. PRESSURE TREATED CLR. CLEAR PTD. PAINTED CLG. CEILING P.T.M. PAINT TO MATCH CMU CONCRETE RDWD. REDWOOD MASONRY UNIT REQ'D REQUIRED CONC. CONCRETE RECD M. RECOMMENDED CONT. CONTINUOUS RM. ROOM C.T. CERAMIC TILE SSPWC STANDARD SPECIFICATIONS DIA. DIAMETER PUBLIC WORKS CONSTRUCTION (?ONSTRUCTION D.G. DECOMPOSED SHT. SHEET GRANITE SQ/Sq. SQUARE DBL. DOUBLE STD. STANDARD DEMO. DEMOLISH SF SQUARE FOOT DWG. DRAWING S.S STAINLESS STEEL DN. DOWN T/HOLD THRESHOLD DR. DOOR TYP. TYPICAL EA. EACH U.N.O. UNLESS NOTED ELEV. ELEVATION OTHERWISE EXIST'G EXISTING U.S.P.S. UNITED STATES E.W. EACH WAY POSTAL SERVICE EQ. EQUAL V.I.F. VERIFY IN FIELD EXP. EXPANSION VCT VINYL COMPOSITION EXT. EXTERIOR TILE FED. FEDERAL WD. WOOD FL. FLOOR WDW. WINDOW F.H. FLAT HEAD W.R. WATER RESISTANT FIN. FINISH W/ WITH GA. GAUGE GALV. GALVANIZE GYP GYPSUM H/CAP HANDICAP HDR. HEADER HDWR. HARDWARE USPS ABC PROGRAM HANDICAP ACCESSIBILITY GENERAL NOTES The project shall conform to these standards whether or not specifically identified. WALKS AND SIDEWALKS 1. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", AND SHALL BE A MIN. OF 48" IN WIDTH. 2. SURFACES TEXTURE OF WALKS SHALL BE STABLE, FIRM AND AT LEAST AS SLIP - RESISTANT AS THAT DESCRIBED AS A MEDIUM SALT OR BROOM FINISH. 3. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT (2%). 4. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHEREVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF THESE AREAS, GRID OPENINGS SHALL BE LIMITED TO 1/2" IN THE DIRECTION OF TRAFFIC FLOW. 5. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1:20 (5%) IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. 6. ' ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE PEDESTRIAN ROUTE SHALL NOT EXCEED 1/2". WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2" ARE NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. 7. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" BY 60" AT A DOOR OR GATE THAT SWINGS TOWARDS THE WALK, AND NOT LESS THAN 48" WIDE BY 44" DEEP AT THE DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK 8. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 60" X 60" AT INTERVALS OF AT LEAST EVERY 200 FEET. HAZARDS 1. WARNING CURBS: ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING 4" IN VERTICAL DIMENSION, SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6" IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN -THE BLIND OF A POTENTIAL DROP OFF. THE WARNING CURB 1 MAY BE OMITTED WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED AND A GUIDERAIL IS PROVIDED CENTERED T ABOVE THE SURFACE OF THE WALK 2. OVERHANGING OBSTRUCTIONS: ANY OBSTRUCTIONS THAT OVERHANGS A PEDESTRIAN'S WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. 3. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE WALKWAY SURFACE SHALL PROTRUDE NO MORE THAN 4" INTO THE WALK OBJECTS MOUNTED WITH THEIR LEADING EDGE BELOW 27" MAY PROTRUDE ANY AMOUNT. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH BELOW 36". PARKING 1. HANDICAPPED PARKING SPACE SHALL BE 20 FEET LONG BY 14 FEET WIDE AND LINED TO PROVIDE A 9 FOOT ACCESS AISLE. VAN ACCESSIBLE SPACE SHALL BE 18 FEET WIDE AND LINED TO PROVIDE A 9 FOOT ACCESS AISLE. 2. PHYSICALLY HANDICAPPED PARKING. SPACE SHALL BE LOCATED, AS NEAR AS PRACTICAL TO A PRIMARY ENTRANCE. 3. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. ALSO, THE SPACE SHALL'BE SO LOCATED THAT A HANDICAPPED PERSON IS NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED SHALL BE PROVIDED FROM EACH SUCH PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE. EXCEPTIONS: 1. RAMPS LOCATED AT THE FRONT OF PHYSICALLY HANDICAPPED PARKING MAY ENCROACH INTO THE LENGTH OF SUCH SPACES WHEN SUCH ENCROACHMENT DOES NOT LIMIT A A HANDICAPPED PERSON'S CAPABILITY TO LEAVE OR ENTER THEIR VEHICLE, THUS PROVIDING EQUIVALENT FACILITATION. 4. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY HANDICAPPED SHALL NOT EXCEED 1/4" PER FOOT (2%) IN ANY DIRECTION. K CURB RAMP 1. CURB RAMP SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE CROSSES A CURB OR EDGE OF ADJACENT WALK. 2. MINIMUM WIDTH OF A CURB RAMP SHALL BE 48 INCHES, EXCLUSIVE OF FLARED SIDES. THE MAX SLOPE OF CURB RAMP SHALL BE 1:12 WITH FLARED SIDES HAVING A MAX SLOPE OF 1:10. 3. SURFACE OF CURB RAMP SHALL BE STABLE, FIRM AND SLIP RESISTANT. 4. BUILT-UP CURB RAMPS SHALL BE LOCATED SO THEY DO NOT PROJECT INTO TRAFFIC LANES. WHEN SLOPE IS LESS THAN 1:15 (6.66%) INSTALL DETECTABLE WARNING DEVICES FOR THE FULL WIDTH OF CURB RAMP. SURFACE SHALL CONSIST OF RAISED TRUNCATED DOMES 0.9 DIAM., TAPERING TO 0.45 AND 0.2 UNDER HIGH SPACED 234" OC. SURFACE SHALL CONTRACT VISUALLY WITH ADJOINING SURFACE. 5. SHOULD CURB RAMP BE LOCATED WITHIN MARKED CROSSING, THE RAMP SHALL BE FULLY CONTAINED WITHIN THE MARKED AREA, EXCLUDING FLARED SIDES. 6. HANDRAILS ARE NOT REQUIRED. 7. PROVIDE 12" WIDE GROOVED BORDER AT THE TOP & SIDES OF RAMP, CONSISTING OF 1/4" DEEP BY 1/4" WIDE GROOVES AT 3/4 INCHES ON CENTER RUNNING PARALLEL WITH THE TOP OF THE RAMP. RAMPS 1. THE SLOPE OF A RAMP SHALL NOT EXCEED 1 IN 12 (033%). 2. THE TOP LANDINGS ON A RAMP MUST BE AT LEAST 60 INCHES IN DEPTH. 3. IF A DOOR SWINGS ONTO A TOP LANDING THE LANDING DEPTH SHALL BE NOT LESS THAN 42 INCHES PLUS THE WIDTH OF THE DOOR. 78"X 78" LANDING IS REQUIRED WITH A 36" WIDE DOOR. 4. THE TOP LANDING SHALL HAVE A WIDTH NOT LESS THAN ITS DEPTH. 5. THE TOP LANDING SHALL EXTEND NOT LESS THAN 24 INCHES BEYOND THE STRIKE SIDE OF THE DOOR AT EXTERIOR RAMPS AND 18 INCHES AT INTERIOR RAMPS. 6. THE BOTTOM LANDING SHALL BE NOT LESS THAN 72 INCHES DEEP. (IN DIRECTION OF RAMP TRAVEL) 7. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT TURNS AND WHENEVER THE CHANGE IN LEVEL EXCEEDS 30 INCHES. 8. INTERMEDIATE LANDINGS ON STRAIGHT RAMPS SHALL HAVE A DEPTH OF NOT LESS THAN 5'-0". INTERMEDIATE LANDINGS ON RAMPS THAT TURN GREATER 3 THAN 30 DEGREES SHALL BE NOT LESS THAN 6 FEET IN DEPTH, WIDTH AS REQUIRED. 9. RAMPS SHALL NOT BE LESS THAN 4 FEET WIDE. 10. RAMPS SERVING A PRIMARY ENTRANCE FOR AN OCCUPANT LOAD OF 300 OR MORE SHALL BE -NOT LESS THAN 5 FEET WIDE. 11. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AT 30" MIN -34" MAX HIGH (TO TOP OF GRIPPING SURFACE) AND SHALL EXTEND 12 INCHES BEYOND THE TOP AND BOTTOM OF THE RAMP. HANDRAILS SHALL HAVE OUTSIDE DIAMETERS OF 1-1/4" MIN -2" MAX WITH 1-1/2" CLEARANCE BETWEEN HANDRAIL AND WALL WHERE APPLICABLE. 12. SURFACES OF THE RAMPS SHALL BE SLIP RESISTANT. (MED. BROOM FINISH) 13. ALL RAMPS SHALL HAVE WARNING CURBS (EDGE PROTECTION). A GUIDE CURB A MINIMUM OF 2" IN HEIGHT SHALL BE PROVIDED OR A WHEEL GUIDERAIL SHALL BE PROVIDED, CENTERED ROUGHLY 3" ABOVE THE SURFACE OF THE RAMP. IF THE ADJACENT GRADE IS MORE THAN 4" BELOW THE SURFACE OF THE RAMP THE CURB MUST BE 6" HIGH. STAIR 1. ALL STEPS SHALL HAVE A UNIFORM RISER HEIGHT AND TREAD WIDTHS. MINIMUM TREAD DEPTH SHALL BE 11", MEASURED FROM RISER TO RISER. OPEN RISERS ARE NOT PERMITTED. TREADS SHALL HAVE ANGLED OR ROUNDED NOSING. NOSING SHALL PROJECT NO MORE THAN 1-1/2" PAST THE FACE OF THE RISER. 2. PROVIDE 2" WIDE CONTRASTING COLOR STRIPE, 1" MAXIMUM FROM NOSING ON TOP AND BOTTOM TREAD. INSTALL ON ALL TREADS AT EXTERIOR STAIR. 3. HANDRAILS ARE REQUIRED AT BOTH SIDES OF ALL STAIRS. WHERE NOT CONTINUOUS, HANDRAIL EXTENSIONS SHALL BE PROVIDED AS FOLLOWS: TOP OF STAIRS: PARALLEL TO FLOOR, 12" MINIMUM BEYOND TOP RISER NOSING BOTTOM OF STAIRS: CONTINUE SLOPING FOR ONE TREAD WIDTH BEYOND BOTTOM RISER, PLUS 12" MINIMUM PARALLEL TO FLOOR. 4. HANDRAE S SHALL BE LOCATED 30"-34" MEASURED FROM STAIR NOSING TO TOP OF RAIL. DIAMETER OF GRIPPING SURFACE SHALL BE 1-1/4"4-1/2". 5. THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SHALL BE MARKED BY A 2" WIDE, CONTRASTING COLOR STRIP. 4 DOORS AND HARDWARE 1. ALL PRIMARY ENTRANCES TO BUILDINGS SHALL BE MADE ACCESSIBLE TO THE HANDICAPPED. ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL 0' ACCESSIBILITY. LOCATE SIGN BETWEEN 12" AND 60" ABOVE FINISHED SURFACE. 2. HAND ACTIVATED DOOR OPENING HA^T;'-✓A_RE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR BY OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 3. WIDTH AND HEIGHTS: EVERY REQUIRED EXIT DOORWAY SHALL BE NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXITWAY IS NOT LESS THAN 32 INCHES. 4. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT. 5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, AND IS 15 POUNDS FOR FIRE DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. 6. CONSTRUCTION. THE BOTTOM 10 INCHES OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW T:IE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPERATED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 7. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT. 8. CLEARANCE. THE FLOOR OR LANDING ON EACH SIDE OF A DOOR SHALL BE LEVEL AND CLEAR. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS, 18" FOR INTERIOR DOORS. IF THE (EXTERIOR OR INTERIOR) DOOR HAS A CLOSER AND A LATCH, THE LEVEL AREA OPPOSITE THE DIRECTION OF SWING SHALL EXTEND AT LEAST 12" BEYOND THE STRIKE (24" FOR SIDE APPROACH). A 48" DEEP LEVEL AREA (OPPOSITE THE DIRECTION OF THE DOOR SWING) IS REQUIRED. THIS AREA IS TO BE CLEAR OF OTHER DOOR SWINGS. 44" MINIMUM DEPTH FOR SIDE APPROACH. 5 LOBBY FIXTUR 1. LETTER AND MAIL/PARCEL DROPS SHALL HAVE THE SLOT LOCATED AT A MAX. HEIGHT OF 54" (TO CENTRE LINE) OF CUT OUT. 2. VENDING ACCESS SHALL BE LOCATED SO THAT THE HIGHEST OPERABLE PART OR COIN ACCESS SLOT IS AT A MAX. HEIGHT OF 54" (TO CENTER LINE). 3. WRITING DESK SHALL BE 28" MIN -34" MAX HIGH, WITH A KNEE SPACE AT LEAST 27" HIGH, 30" WIDE AND 19" DEEP. 2 DIVISION 01 01010 - SUMMARY OF WORK The Architectural Barriers Compliance program (ABC) is intended to renovate existing USPS facilities for compliance with Title 24 and Re -4. Therp oject consists of various repairs to existing conditions, striping or re - striping parking areas and other related work as indicated in the drawings. All work done shall be in compliance. with the latest adopted local codes, state and federal codes and all applicable sections of the Standard Specification for Public Works Construction. The existing postal facility is currently occupied. Contractor shall take all precautions necessary to secure areas requiring locked entries. Contractor shall limit use of the premises to construction activities in areas indicated; contractor shall allow facility use by USPS and by the public. All driveways and entrances serving the facility shall be kept clear and available to USPS customers and employees. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site. Permission to interrupt utility services shall be made in writing 10 calendar days prior to the desired date of interruption to the Facility Manager/Postmaster. The removal or altering in any way of existing work shall be carried on in such a manner as to prevent injury or damage to any portion of the existing work which remains. All portion of existing work which has been damaged during construction operations shall be repaired or replaced in kind and in manner to match existing or adjoining work. All work of this nature shall be performed by the Contractor at the Contractor's expense. At the completion of all operations, existing work shall be in a condition equal to or better than that which existed before the new work started. TERMINOLOGY: Remove & Replace - Item is removed and replaced with new item to match existing or item as described. Remove & Reinstall - Item is removed and same item is installed at same location. Remove & Relocate - Item is removed and same item is installed at a new location. DIVISION 02 02070 - SELECTIVE DEMOLITION and REMOVAL Existing conditions: The drawings show general information only. It shall be the responsibility of the Contractor to examine the facility/site to determine the exact existing conditions and character. Protect existing work which is to" remain in place, be reused, or remain the property of the USPS. Repair items which are to remain and which are damaged during performance of the work to their original condition or replace with new. Provide new supports and reinforcements f'or existing construction weakened by demolition or removal work. Perform the relocation and reinstallation of relocated items as indicated with workers skilled in the trade involved. Repair items to be relocated which are damaged or replace damaged items with new undamaged items. Regulatory and Safety Requirements: Comply with federal, state and local hauling and disposal regulations. Dust and Debris Control: Prevent the spread of dust and debris to occupied portions of the building and avoid the creation of a nuisance in the surrounding area. Do not use water if it results in hazardous or objectionable conditions. Vacuum and dust the area daily. Patching: Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces. Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible to the texture and finish. Patching shall include: a) Holes and depressions caused by previous physical damage or left as a•result of removals in existing masonry walls, stucco finished walls or walls with metal siding shall be filled or repaired with an approved patching material, applied in accordance with the manufacturer's printed instructions. b) Where existing partitions have been removed leaving damaged or missing resilient tile flooring. patch to match the existing floor tile. c) Patch ceiling area where partition has been removed. 02511 - HOT -MIX ASPHALT PAVING Hot -mix asphalt paving shall comply with standards set forth in the Standard Specifications for Public Works Construction (latest adopted edition), Section 203 and 302-5 Soil -Cement paving shall comply with standards set forth in the Standard Specifications for Public Works Construction (latest adopted edition), Section 301-3.1 Blue paint striping shall match Federal Standard 595a No. 15090. 02577 - PAVEMENT MARKINGS Pavement marking shall comply with standards set forth in the Standard Specifications for Public Works Construction (latest adopted edition), Section 210-1 and 310-5.6 DIVISION 03 03300 - CONCRETE Concrete shall comply with standards set forth in the Standard Specifications for Public Works Construction (latest adopted edition), Section 201 and 303. Epoxy grout material used for dowel application shall be equal to " Sikadur Injection Gel" by "Sika Corp." Concrete patching material shall be equal to "Ardex M4" by "ARDEX Engineered Cements." DIVISION 04 04000 - CONCRETE MASONRY UNITS Concrete masonry units shall be equal to "Regal Stone", terra-cotta color, ground face block by 'RCP Block and Brick". Block shall be 8"x8"x 16" conforming to ASTM C90, Type 1, medium weight. 04800 - GLASS BLOCK Glass block shall be equal to "Pittsburgh Corning" - "VUE" pattern block. Size: 8" x 8". Install per manufacturers printed instructions DIVISION 05 05500 -METAL FABRICATIONS Metal railings shall comply with standards set forth in the Standard Specifications for Public Works Construction (latest adopted edition), Section 206-5 and 304-2 Provide metal forms and types that comply with requirements of ASTM E 985: Specifications for Permanent Metal Railing Systems and Rails for Buildings and that are free from surface blemishes where exposed to view in the finished unit. Exposed -to -view surfaces exhibiting pitting, roller marks, stains, discoloration or other imperfections on finished units are not acceptable. Steel Pipe: ASTM A 53: Std. Specifications for Pipe, Steel, Black & hot Dipped, Zinc -Coated Welded & Seamless. Brackets, flanges and Anchors shall be cast or formed steel, galvanized . Fasteners for anchoring railings to other construction shall be plated fasteners complying with ASTM B 633, Class Fe/Zn 25 or ASTM B 696, Class 12 for cadmium plating. Cast -in-place and Post -Installed anchors in concrete shall be fabricated from corrosion -resistant materials with capability to sustain, without failure, load imposed within a safety factor of 4. Fabrication: Fabricate handrails and railing systems to comply with requirements indicated for design, dimensions, details, finish and sizes. Pre -assemble railing systems in shop to greatest extent possible to minimize field splicing and assembly. Form changes in direction of railing members as follows: I ) By insertion of prefabricated elbow fittings. 2) By radius bends. 3) By bending. 4) By any method indicated above, applicable to change of direction involved. Mitered, square or sharp corners are prohibited. Form simple and compound curves by bending pipe in jigs to produce uniform curvature for each repetitive configuration required; maintain cylindrical cross-section of pipe throughout entire bend without buckling, twisting, cracking or otherwise deforming exposed surface of pipe. For railing posts set in concrete, install as indicated or provide preset sleeves of steel, not less than 15" long and inside dimension not less than 1/2" greater than outside dimensions of post, with steel plate forming bottom closure. Plug one end of sleeve and weld on rebar hairpin or straight anchor. Where verticals are supported within pipe sleeve, secure in place'with non -shrink grout. Railing terminal ends (not against walls) shall be radiused. Installation/Execution: Perform cutting, drilling and fitting required for installation of handrails and railings. Set railings accurately in location, alignment and elevation, measured from established lines and levels and free from rack. Do not weld, cut or abrade surfaces of railing components that have been coated or finished after fabrication. Field welding shall comply with the following requirements: 1) Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2) Obtain fusion without undercut or overlap. 3) Remove welding flux immediately 4) At exposed connection, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent. Anchoring Posts: Anchor as indicated or by means of pipe sleeves preset and anchored into concrete. After posts have been inserted into sleeves, till annular space between post and sleeve solid with non -shrink nonmetallic grout, mixed and placed to comply with the manuf. directions. Attachment of railings to walls: Attach. handrails to wall with wall brackets and end fittings. Provide brackets with not less than 1-1/2" clearance from inside face of handrail and finished wall surface. Locate brackets at spacing to support 250# force. Secure wall brackets to masonry using drilled -in expansion shield and concealed hanger bolts; in wood use lag bolts set into wood blocking between studs. Aluminum Ramp System: As manufactured by "UNIVERSAL RAMP SYSTEMS" (800) 648-3696 Ramp sections shall be designed for a minimum uniform live load of 100 pounds per square foot and a concentrated vertical load of 300 pounds distributed uniformly over an area of l square foot. Ramp sections shall be all aluminum construction alloy 6063-T6. All fasteners shall be stainless steel. All ramp sections shall be designed for variable heights and slopes. ramp section width shall be 48" clear between railing. The walking surface of the ramp shall be continuous, without gaps and shall be extruded, nonskid aluminum. all ramp sections shall have a 6" high curb once a vertical height of 4" is exceeded. Landings shall be pre -manufactured, size as indicated on drawings. Legs shall telescope to allow for height and slope adjustment. The legs shall swivel so that they are always perpendicular to the ground and the load remains vertical regardless of slope. All legs shall have 6"x 8" foot pads which shall be securely bolted to paving surface. Handrails shall be aluminum construction alloy 6063-T6 with anodized Alcoa #204-111 finish. Handrails shall comply with requirements of USPS Re4. DIVISION 06 06101 -CARPENTRY All work shall be in accordance with the latest adopted edition of the (UBC) Uniform Building Code. Lumber: Framing lumber such as studs, plates, caps, nailing strips shall.comply with NFO (National Forest Products Association) WCD I (Manual for Wood Frame construction, Data 1). Lumber shall be surfaced four sides. All continuous sills in contact with concrete shall be pressure treated. Casework shall comply with WIC standards, Custom grade or better. Plywood : PS -1 (US Department of Commerce Product Standards, Construction and Industrial Plywood). Building Paper: FS UU-B-790, Type I, Grade D, Style 1. Rough Hardware: All joist hangers, post base and plywood clips shall be equal to "Simpson Strong -Tie Company" and in accordance with ICBO UBC. Rough hardware exposed to weather or embedded in or in contact with preservative treated wood, exterior masonry or concrete walls or slabs shall be zinc -coated. Bolts, Nuts and Studs: ANSI B 18.2.1, ANSI B 18.5.2.1 M. ANSI B 18.5.2.2M, ANSI B 18.2.2 and ASTM A687 Toggle. Bolts: ANSI B 18.2.1 Lag Screws and Lag Bolts: ANSI B18.2.1 Wood Screws: ANSI B18.6.1 Laminated Plastic: Finish and color as indicated. Conform to NFP WCD 1. Fit framing lumber and other rough carpentry, set accurately to the required lines and levels and secure in place in a rigid manner. Do not splice framing members between bearing points. Provide as necessary for the proper completion of the work all framing members not indicated or specified. At wood frame ramp provide 4X members for support posts and 2x8 SS for beams. Nailing shall be in accordance with the Nailing Schedule contained in ICBO UBC. Wall Framing: Select studs for straightness and set plumb and in alignment. In walls and partitions more than eight feet tall, provide horizontal bridging at not more than eight feet on center using 2 inch material of the same width as the studs. Studs shall be spaced at 16 inches on center. Double stud at jambs and heads of openings and triple stud at corners to form corner posts.. Frame corner posts to receive sheathing, lath and interior finish. Toe -nail studs to sills or sole plates with four 8 -penny nails or fasten with metal nailing clips or connectors. Plywood sheathing: Install plywood perpendicular to supports. End joints shall be located over the centerline of supports. DIVISION 07 07900 - SEALANTS Provide sealants, joint fillers and caulking that are compatible with one another and with the joint substrates. Colors of exposed sealers shall match adjacent material surface color. Sealants shall be chosen as applicable to use by manufacturer. Elastomeric Joint Sealants. Latex Joint Sealants Acoustical sealants for concealed joints. DIVISION 08 08110 - STEEL DOORS & FRAMES Steel doors and frames shall comply with the Steel Door Institute recommended specification standards. Standard steel doors: SDI 100, Grade II, Model 2. Fill hollow steel exterior doors with insulation. All others to have Kraft honeycomb cores. Louvered doors shall have sight proof louvers which shall be sized to match existing. Louvers shall be installed per SDI -I I IC. Standard Steel Frames: SDI 100. Form frames to sizes as required, knock -down field assembled corners, 14 gauge. Form stops and beads from 20 gauge steel. Hardware preparation: prepare doors and frames for hardware, in accordance with the applicable requirements of SDI 107 and DRI AI 15.1, DHI Al 15.2, DHI A115.4. All doors shall be primed and painted to match existing. 08211 - WOOD DOORS Wood doors shall be equal to "Haley"; "Truline Maunf." Redmon, OR, or "Graham Manuf. Corp." Solid Core Doors: Conforming to NWWDA l.S.-1 and WIC Standards. 1-3/4" minimum thickness. Stile and Rail Doors: 1-3/4" minimum thickness. Stain grade veneer. Panels - 1/32" plain sliced stain grade veneer, laminated to formed particleboard. Glazing: 1/4" thick, clear, tempered. All adhesives shall be Type 1, fully waterproof cross-linked PVA. Machine doors for hardware and fit to frames using guidelines of WIC and D.H.I. 08410 - ALUMINUM DOORS & FRAMES Aluminum materials and components shall be equal to "Kawneer Co." or "U.S. Aluminium Corp" Scope of work is based upon the Series 350 doors and the TIFAB 11 400 framing system as manufactured by the "Kawneer company Inc" Materials for framing members shall be extruded aluminum, alloy 6063-T5 and tempered (ASTM B 221 alloy G.S. I OA -T5). Fasteners, where exposed, shall be aluminum or stainless steel. Perimeter anchors shall be aluminum or steel, providing the steel is properly isolated from the aluminum- Glazing gaskets shall be EPDM elastomeric extrusions. The framing system at all single acting entrance frames shall include the Sealair positive barrier weathering All exposed surfaces shall be free of scratches and other serious blemishes and shall receive either a "Kawneer" # 17 Clear or #40 Dark Bronze or #29 Black Anodic Coating. Installation: Anchor components to structure, adjust for plumb, level and true to line. Assemble and anchor components in a manner to avoid distortion and overstress of parts and fasteners resulting from expansion and contraction. ,Glazing : 1/4" thick, tempered and as indicated in the Scope of Work. 08710 - HARDWARE Hardware to be applied to metal shall be made to template. Hinges: ANSIBHMA A156.1, 4 -1/2" by 4-1/2", ball-bearing, unless otherwise specified. Construct loose pin hinges for exterior doors and reverse -bevel for interior doors so that pins will be non -removable when door is closed. Mortise locks and Latches: ANSIBHMA A156.13, Series 1000, Operational Grade I. All handles shall be lever type. All closers shall be LCN Series 4041 (Smoothie) complying with Re4 and Title 24 requirements, DIVISION 09 09200 - LATH & PLASTER Lath and plaster shall comply with "Reference Specifications and Data Guide for Plaster and Drywall Systems" by the Information Bureau for Lath, Plaster and Drywall 09250 - GYPSUM BOARD Gypsum board shall comply with UBC Chapter 47 as applicable, UBC Standard No. 47-11, current edition and SA -924 U.S. Gypsum Company specifications for the application of gypsum board. Gypsum Board: Water resistant ASTM C630, tapered edges, 5/8" thk Regular, 48" wide, tapered edges; 5/8" thick. Joint treatment: ASTM C475 Screws: ASTM C1002 Install all comerbead and edge trim fabricated from corrosion protected steel. 09310 - CERAMIC TILE Ceramic Tile shall comply with standards as set forth by the Ceramic Tile Association (CTA) latest handbook. Ceramic tile shall be as manufactured by American Olean. Wall the 4-1/4" sq. glazed. Floor tile 2" sq. mosaic tile. Provide all trim, including but not limited to 4" cove base units. Internal corners shall be squared and external corners rounded. Install wall tile per CTA method W202-94 (over CMU) or W243-94 (over gypsum board). Install floor tile per CTA method F 112-94 or F 113-94. Grout shall be "Latapoxy SP -100" as manufactured by "Laticrete International, Inc", color : #69. 09650 - RESILIENT FLOORING & RUBBER BASE Vinyl Composition Tile (VCT): Fed Spec. SS -T-312 (B) 1, Type IV, Comp. 1, Class 2. Tile shall be by "Armstrong World Industries" or equal. 12 inches square, 1/8 inch thick. Rubber Base: Fed Spec. SS -W -40a, Type 1, Style B. Color shall match existing or as indicated. Install VCT and rubber base as recommended by manufacturer. Clean and polish entire floor area (Service Lobby or Box Lobby or Locker Room) when any portion of flooring is repaired or replaced. 09900 - PAINT Paint shall comply with standards set forth in the Standard Specifications for Public Works Construction (latest adopted edition), Section 201 and 310. Paint shall be equal to "Sinclair" and shall comply with all manufacturer's guidelines and specification for coatings as required by material.