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HomeMy WebLinkAboutN2017-0203wrc,�A City of Newport Beach II�III�IIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIII II Permit No: N2017-0203 100 Civic Center Drive, Newport Beach, CA 92660 t+ k Permit Counter Phone (949)644-3311 Project No : 0684-2016 - v Online Inspection Request- www.newportbeachca.gov/Online ' c'�SAnax> Services ' Inspection Requests Phone (949)644-3255 Job Address : 430 VIA LIDO SOUD NB Thomas:Guide: 888J7 Description : CONCRETE WALKWAYS STANDARD GRAY ONLY, UPGRADE 2 EXISTING CURB RAMPS PER STD 181-L-B (CASE K), NEW DRIVEWAY APPROACH PER STD 164-L, INSTALL 3 CURB DRAINS PER STD 184-L, REMOVE CONCRETE IN PARKWAY AND PLANT WITH GROUND COVER, PAYMENT FOR 3 NEW STREET TREES Parcel#: 4231-711-0 - Legal Desc : N TR 907 LOT 754 Owner: 430 VIA LIDO SOLD LLC Phone: 949-939-1909 Address: 567 SAN NICOLAS DR #260 NEWPORT BEACH CA 92660 Applicant: HAMPTON CRAIG Phone: 949-209-8883 [ Address: 46 MALLARD CT MAGALIA CA 95954 Special Cond.: PRE -CONSTRUCTION MEETING REQ VIA LIDO SOLID IS A MORATORIUM STREET Permit Processing Fee : $241.00 Sewer Connection : $0.00 Agreement Fee: $0.00 4TT Box Cover: $0.00 Traffic control Plan Check : $0.00 Total Water Meters: $0.00 Inspection Fee: $825.00 Water Meter Connection : $0,00 Refundable Deposit: $0.00 Total Water Meter Box: $0.00 Street Tree Fee : $2,177.67 Adjustment : $0.00 Processed By: Utilities Approval Traffic Approval : General Services Approval: Date Date Date Date �, u Contractor: Phone: Address Contractor State Lic: License Expire: Business License Business Expire: Workers' Compensation Insurance - - Carrier : Policy No: W. C. Expire: Total Fee Paid : Balance Receipt No: _ -7 7 U 1 $3,243.67 $3,243.67 $0.00 Other Department : -Date: _/_/_ Permit Denied : Date : _/ / Issued Permit : /I Date : 4-520/ U 0 TERMS AND CONDITIONS OF ENCROACHMENT PERMIT 1. Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor. A licensed contractor must provide a "Letter of Authorization' to allow another party to pull a permit. An approved copy of the permit and construction plan shall be kept at the job site at all times. Work, which has been done prior to issuance of a permit, is subject to rejection/fine. City reserves the right to void permit if work does not commence within 30 days after date of issuance. 2. The Permittee agrees to defend, indemnify and hold the City, its authorized agent, officers, representatives and employees harmless from any responsibility, liability, suit or action of any description arising out of any accident, loss or damage to persons or property occurring as a result of work undertaken under this permit. 3. All work shall be done in accordance with the approved plans, Standard Special Provisions and Standard Drawings of the City of Newport Beach, and in compliance with all applicable State Jaws and City ordinances. 4. Permittee guarantees all work performed under this permit to be free of hidden and latent defects. Any failures shall be corrected within two weeks after notification to the satisfaction of the Public Works Director. 5. A valid State licensed contractor must perform all construction within the public right-of-way, unless waived by the Public Works Director. A valid State Contractor License Class A can perform any work in the public right-of-way. For construction or connection to water lines a valid State Contractor License Class C-34 is required. For construction or connection to sewer lines a valid State Contractor License Class C-42 is required. 6. All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-L, in the alley, where a minimum half -alley width resurfacing shall be provided, unless otherwise directed by the Public Works Dept. Contractors shall obtain permits to perform excavation or trench work from the California Division of Industrial Safety prior to commencing underground construction as required by State law. Walls and faces of all excavations over 5 feet in depth shall be protected by a shoring system, sloping of the ground, or other equivalent means. Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected. 7. The Public Works Department Inspectors must inspect all work in the Public right-of-way. Forms and subgrade must be inspected and approved before concrete is ordered/poured. Sewer, pipelines, and subgrade construction must be inspected and approved before backfilling, or applicant may be required to excavate site. Separate Utilities Department or General Services Department inspections may be required depending on scope of work performed. 8. All trench restoration must be inspected by the Public Works Department. No utility installation(s) shall be allowed over or within 5 feet of any City utilities, unless approved by the Public Works Department. -Locate and pothole existing City -owned utilities (ie: water, sewer, or street lighting conduits) to verify locations. Maintain a one -foot clearance over or under existing City -awned utilities. Sewer cleanouts require VCP or PVC SDR35 be used with a 4TT box over the riser. 9. Properly lighted barricades must be provided and maintained around all trenches, excavations and obstructions. All signs, flags, lights and other warning and safety devices shall conform to the requirements of the current "Manual of Warning Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways", issued by thA California Department of Transportation. If needed,barricades can be obtained from the City at a charge of $10.00 per barricade per day, with a minimum charge of $35.00. It is the responsibility of the applicant to place barricades to protect the general public. Access to fire hydrants must be maintained at all times. 10. Work within or near beach sensitive areas will not be allowed during, City holidays, spring break, Memorial Day weekend, summer between June 15 and September 15, and during the holiday season from December 19 to January 1, unless approved by the Public Works Department. 11. Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to acquire a Temporary Street Closure Permit from the Public Works Department. Access for fire, police and emergency vehicles must be maintained at all times. Traffic Control must be per Work Area Traffic Control Handbook (WATCH). No nighttime traffic lane closures, unless prior approval has been granted. Any lanes) closure on a major street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday), unless approved by the Public Works Department. Any work affecting the Slate Highway's traffic or within the Slate Highway right-of-way will require a Caltrans Permit. All vehicles shall be lawfully parked. 12. This permit does not authorize the closure of sidewalks, streets, or alleys for construction access, storage of materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure. 13, Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant must notify all affected residents 24 hours in advance of restricted access and any inconveniences. 14. Refuse or unused materials shall be removed within 24 hours after completion of the work. If not removed, the City may remove and bill the applicant. Coordinate alley closures with City's refuse pick-up days by calling 949-644-3066 for the collection schedule so service is not interrupted. To place a dumpster or materials in the public right-of-way, a Temporary Street Closure Permit must be obtained from the Public Works Department. fr! 6T Ar1::lV.CMJCLX,L.,U.M.1-KN.�: I UK in o AnyExoavati'ofj &,4,6U 422-41.33 WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code) I certify that I have a Certificate of consent to self -insure, ertificate of Worker's Compensation Insifiance, or a Certified Coov thdfeof. CERTIFICATE OF EXEMPTION (Section 3800 Labgf Code) certify that in the performance of the work underis perraft, I shall not employ any person so as to become subject to California Wi rker's Compensation Laws. If, after signing this certificate 1 become subject to the Worker's Compensation provisions of the State Labor Code, I must comply with the provisions of Section 3700 or this permit shall be deemed revoked. Date: Signature: CONTRACTOR LICENSE EXEMPTION As the Owner of the benefiting property, I certify I am personally performing all work in the Public Right -of -Way. Date: Signature: HOLD HARMLESS STATEMENT I understand that I am locating minor encroachments within the City Right-of- Way/Easement. As property owner it is my responsibility to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need. I shall indemnify and hold the City harmless for any liability associated with the minor encroachments. Date: Signature: Q4-hour notice for Encroachment Permit Inspection is required by calling (Public Works at 949-644-3311. 15. Any above ground utility facilities will require documented approval from the adjacent affected property owneds). 16. Homeowner, contractors, and subcontraomrs may each be liable for violations of Water Quality Laws. Best Management Practices will be enforced. It is against the law to discharge construction debris into the gutter and storm drain. Felony violations of Wafer Quality Laws are punishable by fines up to $25,000 and/or up to three years in Slate prison plus the full cost to clean up an illegal discharge or spill. 17. If a refundable deposit was paid, applicant must submit a Soils Compaction Certificate or Evidence of a Slurried Backflll and request a final inspection from the Public Works Department. Monies may be held for six months after final inspection before a refund will be processed. 18. No trees in the public right-of-way shall be planted, removed, trimmed, or relocated without approval from the General Services Department. 19. All work in the public right-of-way must meet the approval of the Public Works Department or corrections will be required (i.e. removals, exposing connections, etc.). Additional inspection fees may be required. 20. Permit is for standard materials in the public right-of-way only, unless previously approved by Public Works and an Encroachment Agreement has been processed. 21. Permit is valid for "description' of work noted on front only. Additional work performed may require issuance of a separate permit and/or additional fees. Permit Processing Fee: Inspection Fee: Public Works Only $241.00 Public Works Field Inspection Other Department $275.00 Utilities Field Inspection General Services Inspection Agreement Fee: Water Quality/Artificial Turf Inspection Preparation of Report/Agreement $817.00 Document Recordation Fee $192.00 Refundable Deposit: Monitoring Wells $502.00 Improvements Street/AlleylWalk Closure: $65.000 Newspaper Rack Inspection Traffic Control Plan Check 8-1/2" x 11" $65.00� Sewer Connection Fee 24" x 36" $143.00 4TT Box & Cover Additional Certificate of Compliance Fee (+100% of hrly over 3 hrs) $288.00 Development Services Fee (Plan check hourly) $155.00 Final Tract Map Checking Fee $2,488.00 Final Parcel Map Checking Fee - Moderate $2,488.00 Lot Line Adjustment Fee $1,079.00 Park Dedication Fee Zone _ TBD Street Easement/Vacation Fee (+100% of hrly over 4 hrs) $1,022.00 Street Tree Fee `L$Z®tiranting Fee) . �. ME TBD TBD $108.00 0 $250.00 $64.00 5200-5029 5200-5015 5200-5026 5200-5027 5200-5028 405-470_ 5200-5031 030-2284 Engineering Tech: Total Amount Due: For Finance use only 02LI3.�� Permit Specialist Receipt No. �� 17 � [' ',C` 0( I ` S f/users/pbw/sharedlencroachimasters/ep front and back masters/ Rev. 1/5/2017 —� epfeesheetxls revised 10/21/2016 10V94 3--t to CONSTRUCTION NOTES: O CONSTRUCT 6" MIN CONCRETE DRIVEWAY PER STD PLAN-164-L. NO REBAR IN THE P.U.E. O CONSTRUCT 4" MIN CONCRETE HARDSCAPE. STANDARD GREY ONLY AND NO REBAR IN PUBLIC R/W. OINSTALL 6" SQ GRATE DRAIN @ INSTALL 4" ATRIUM GRATE DRAIN 5O PLACE SHORING PER DETAIL © INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN 7O CONSTRUCT 304 DRAIN THRU CURB PER CNB STD PLAN 184-L O PLACE NEW TRAFFIC COVER. INSTALL NEW SEWER CLEANOUT PER STD-406-L ON EXISTING SEWER LATERAL AS REQUIRED. FIELD VERIFY @) I,NNSSTT�ALL,L PERFORATED DRAIN TRENCH kR/DETAIL SHEETf1C22 11 REMOVE CONCRETE WALK AND PLANT GROUND COVER. 12 UPGRADE EXISTING CURB RAMP PER STD-181-L-B (CASE K). COLOR SHALL BE PER COUNCIL POLICY L-1. @UPGRADE EXISTING CURB RAMP PER STD-181-L-B (CASE 1). COLOR SHALL BE PER COUNCIL POLICY L-1. VIA LIDO SOLID IS ON THE CITY'S STREET/ALLEY-CUT MORATORIUM LIST. TRENCHING INTO SAID STREET AS A PART OF THIS DEVELOPMENT WILL REQUIRE EXTENSIVE STREET REPAIR WORK, DETAILS OF SUCH REPAIR WORK MAY BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. GENERAL NOTES: TEMPORARY 1" THICK PLYWOOD SHORING STACKED TO 3 FT RETAINING HEIGHT AND BRACED WITH DRIVEN METAL POSTS SET AT 2 FT ON CENTERS ALONG WIDTH OF OVEREXCAVATION PER SOILS RECOMMENDATIONS. 1. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NONSTANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18. 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030), SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 3. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 4. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR 5. SEPARATE PERMIT FOR WALLS AND FENCES SHALL BE OBTAINED AT THE SAME TIME AS THE BUILDING PERMIT. 6. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 7. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR LANDSCAPE NOTE: PER CHAPTER 13 OF THE CITY MUNICIPAL CODE, THREE (3) NEW 36-INCH BOX STREET TREES ARE REQUIRED. HOWEVER, DUE TO THE LIMITED FRONTAGE, IT HAS BEEN DETERMINED THAT TREE PLANTING IS IMPRACTICAL AT THE ABUTTING PARKWAY. THEREFORE, THE PROPERTY OWNER SHALL PAY A TREE PLANTING FEE FOR THE CITY TO PLANT THREE (3) THIRTY-SIX INCH (36") BOX TREE AT A LOCATION(S) DESIGNATED BY THE CITY." LOT AREA = 3499 SF IMPERVIOUS AREA = 2687 SF �-p �z w Xw� �=w mom w pzw �z w� SHORING DETAIL SHORING NOTES: LICENSED SURVEYOR TO P PROPERTIES AND SUBMIT I BUILDING INSPECTOR ON A THEREAFTER. IN LIEU OF SPECIAL INSPEC PROVIDE CONTINUOUS INS REMOVAL OF SHORING. CONTRACTOR SHALL NOTII STARTING THE SHORING O I �a I tv NrN CURB DRAII i 11 i WI =I QI he I PLACE GRAVEL BAG! ,fir I TO PREVENT RUNOFF (I FROM SITE (TYP) I I _ 13, `t �I of � m ey N I� Z i f cue ✓ s3 �v \�✓ apt JON-STANDARD IMPROVEMENTS WITHIN THE :MENTS SHALL COMPLY WITH CITY COUNCIL INSPECTION IS REQUIRED BEFORE THE THE TIME OF PUBLIC WORKS DEPARTMENT :NTS SURROUNDING THE SITE IS DAMAGED, .LEY/STREET PAVEMENT WILL BE %STRUCTURE ARE DEEMED SUBSTANDARD, VER LATERAL AND/OR CLEANOUT WITH BOX BORNE BY THE PROPERTY OWNER IINATION AND THE EXTENT OF THE REPAIR C WORKS INSPECTOR. -WAY AN ENCROACHMENT PERMIT MUST BE AT -OF -WAY SHALL BE PERFORMED BY A C-42 ENSED GENERAL ENGINEERING TAINED AT THE SAME TIME AS THE BUILDING VAY SHALL BE PERFORMED BY A C-34 IERAL ENGINEERING CONTRACTOR. AT -OF -WAY SHALL BE PERFORMED BY A C-42 =NSED GENERAL ENGINEERING NEW 36-INCH BOX STREET TREES ARE HAS BEEN DETERMINED THAT TREE -IEREFORE, THE PROPERTY OWNER SHALL (3) THIRTY-SIX INCH (36") BOX TREE AT A 3HT J. GRAVEL BAG DETAIL NTS ICRETE PLASTIC FILM FILTER CLOTH HED ROCK 3RADE r r\VI-Cf\I 1C 11v Jvulvlll l u vr, I I I! I%Ll v1%1 ,v,,,V v11V1%jgv ✓ , ,-, .� , BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING AND WEEKLY\ THEREAFTER. IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, GEOTECHNICAL ENGINES\ PROVIDE CONTINUOUS INSPECTIONS DURING SHORING AND EXCAVATION OPERATIONS AND L REMOVAL OF SHORING. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATION WORK II I li ADJACENT RESIDENCE 0 i IU rrctvtNl KUNUrr FROM SITE (TYP) � ti` : W hry g o o o 0 111:D 13' ° 4.3' _ 2.7'_ 10 0 ham. hlb ARCHITECT: CRAIG HAMPTON, INC. 46 MALLARD COURT MAGALIA, CA 95954 (949) 209-8883 OWNER/DEVELOPER: MR. PAT PATTERSON PATTERSON DEVELOPMENT 567 SAN NICOLAS DRIVE #350 NEWPORT BEACH, CA 92660 PREPARED BY: FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714) 963-6793 JN 8895 DRAWN: NL CHCK'D: TR DATE: 5/13/16 'PER: PREPARED BY: OPMJ PREPARED ENGINEERING 8, SURVEYING, INC.er,,rE.P12 RSON ES _OPMENT 22311 BROOKHURST ST, STE 203 RIVE 66 0 HUNTINGTON BEACH, CA 92646CA 92660 (714)963-6793,JN 8895 93 5723-' 00 E VIA LIDO SOLID - --- THOMAS M_ RUIZ RCE 58627 SOILS COAST GEOTECHNICAL 1200 W. COMMONWEALTH AVE FULLERTON, CA 90638 PH:714-870-1211 REPORT NO.479615-01 DATE: AUG 21, 2014 BENCHMARK: NB3-12-70 EL=11.85 (NAVD88) DESCRIBED BY OCS 2002 - FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPEDNB3-12-70" SET IN THE NORTHWEST CORNER OF A 4 FT. BY 4.5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER AZZA GE OA, 7 3INTERSECTION NORTHEAST OF THE CENTERLINE PINE OF VIA LIDO SOLID AND 4 FT. EASTERLY OF THE SOUTHEAST BEGINNING OF CURB RETURN. MONUMENT IS SET LEVEL WITH THE SIDEWALK. LEGAL DESCRIPTION: LOT 754 OF TRACT 907. FL I 1 I I PLANTER i NEW WALL =13.37 2% i 2% ______________________________ I EXIST GROUND 1 -------------------- EXCAVATION SEC B—B 1 "=6' 10 4, i P.U.E. I"— w I I 6" TOPSOIL MIN — 9 to o qG _® a Asp�sfu I — —r 4"0 FRENCH DRAIN �l PERFORATION ® BOTTOM — __ FOUND I��/ 3/4"CRUSHED ROCK FILTER CLOTH j I 12" AP 12" ® TOP PERFORATED DRAIN/ I. OTECT WM IN PLACE I 9 TRENCH DETAIL TAIRS I NTS 12.65 �I • n FS I f.° ARAGE) ..,. 0 3 42� �cc� A IU �^ I c II2 0I— .15 ti 1� Q �I 3, I> .:.:. try• L0 mi+_ �w ^f �Q I N ARAGE} R r PLACE NEW TRAFFIC 6 COVER. REPLACE CLEAN OUT AS REQUIRED. �.., I tifESS( 4 :4.3!:..' 1 !cG�F 0N9 m CID �NI NGo "401 ' ROLLED CURB 1 z Exp 12-31-17 -- Sc J'in A - DS I ��• ���� I n \�cU 1V1- 'V CAO ---- _ PA /ERA~ SIGN o PRO<11 TECT..a�.... 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Commonwealth Ave., Fullerton, CA 92833 • Ph: (714) 870-1211 • Fax: (714) 870-1222 • Email: Daily Observation Report HRs.•, W.O. r ,r Date7 Name 77/7;;; o Client Jr,r .er'74-.<!jaZ Address '�/0 144 ❑ Footings ❑ Key Way ❑ Grading ❑ Swim Pool ❑ Trench ®'-Other Test Elev. Moisture Dry No. Location or Content Density Relative Test Soil Depth % P.O. Compaction Type Type M 777, ❑ Acceptable ❑ Unacceptable Page ! . Gf r4lsf✓�` Received By: By; +`J �::•t ST GEOTECHNICAL INC. Commonwealth Ave., Fullerton, CA 92833 • Ph: (714) 870-1211 • Fax: (714) 870-1222 • Email: coastoeotecnn shrnlnhal nPt Daily Observation Report Client !'�) �'("I r-'— Address ; �%n v I t INV. HRS. W.O. r- Date Name k61'*, 27' ❑ Footings ❑ Key Way ❑ Grading ❑ Swim Pool ❑ Trench ❑ Other Test No. Location Elev. or Depth Moisture Content % Dry Density p.c.f. % Relative Compaction Test Type Soil Type Job Progress and Activity: ,.._.. IT 3. Comments: bFa I - ...(L F-1aC2 c� v C'-' i I�°�=. )l 'ti`�F1i1'- ?9t11f �' I'1c'CF(%'�rirx,a lG•1,10i1L-i7�i liv ❑ Acceptable Unacceptable Page of Received By: By; 6/12/2017 6:34:27AM City of Newport Beach INSP160 -Daily Inspection Request Report Requested Inspection Date : 05/12/2017 Inspection Type: ENCROACH Page 3 of 19 Activity: N2017-0203 SubType: NEW Status : APPROVED OWNER: 430 VIA LIDO SOLID LLC Phone : 949-939-1909 APPLICANT: HAMPTON CRAIG Phone : 949-209-8883 CRAIGSHAMPTON@COMC Description : CONCRETE WALKWAYS STANDARD GRAY ONLY, UPGRADE 2 EXISTING CURB RAMPS PER STD 181-L-B (CASE K), NEW DRIVEWAY APPROACH PER STD 164-L, INSTALL 3 CURB DRAINS PER STD 184-L, REMOVE CONCRETE IN PARKWAY AND PLANT WITH GROUND COVER. PAYMENT FOR 3 NEW STREET TREES Item: -190TO— RACKFILL (COMPF Requested Time: 5/12/2017 12:00:OOAM Requestor: NBIVR 9496983225 Entered By: NBIVR Comments: AM Assigned to Inspector: J \V/ Date: z�z7Time: 12-�AM(M Comments: f3 I_ F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet.doc