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5074i Finance Revenue Code E_1 o • �`o r PZA ��C F Otih 1 7 6` 70� 7 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:May 10, 2006 LOCATION OF CONSTRUCTION (Street address or Description): Corporate Centere Professional Plaza; SDP 2003-781 PM 29351 Pad 6 PURPOSE OF CONSTRUCTION: Pads; See PSN DESCRIPTION OF CONSTRUCTION: Grade pads/parking and PM10 DIMENSION OFINSTALLATION OR REMOVAL:.45 acre APPROXIMATE TIME WHEN WORK WILL BEGIN:ASAP TIME OF COMPLETION: MAY 3 o 2006 LA QUINTA ESTIMATED CONSTRUCTION COST: $50,730.00 (Including removal of all obstructioi, materiaCi;) compaction and placing permanent resurfacing and/or replacing improvements) ���® COMMENTS: ENT In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from' and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7075. iJ Comply with all applicable City Ordinances, the terms and conditions of the permit and all applica ru n gula to • s of the of La Quinta and to pay for any additional replacement necessary as the result of this work. Si ure o A pli nt or gent Cody Murphy, LLC - Neil Kleine 41910 Boardwalk A-10 Palm Desert, CA 92211 (760) 776-4840 Name of Applicant (please print) Business Address Telephone No. Kleine Building & Development, Inc. 41910 Boardwalk A-10 Palm DesertCA 9221.1 1760) 776-4840 Name of Contractor and Job Foreman Business Address Telephone No. 390365 2829 Contractor's License No. City Business License No. Mt. Hawley Insurance Company MGL0144691 Applicant's Insurance Company Policy Number FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $1,520.00 $100.00 $0,000.00) $ $ 2, 620.00 ling, Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs See attached schedule PERMIT NO.5074 _ DATE APPROVED: EXPI TIO DATE:t;,- 3 O 7 BY: ^ . Administrative 'AtitlSority LIS e?w -yam s City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 5074 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. . TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred,. City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee.. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A *" ) aggregate sub -base course having an "R" value of not less than ( ** N/A "*) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (W) to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( ** N/A ** ) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 Y2") of A.C. paving on (" N/A ") of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. Citv of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on a ( " N/A ") inch (" N/A " ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. Date: It L O Tract No:. Vicinity: °� dW �4uuuw ject Name: �• Purpose of Construction (Ex: Rough Grading, Mite Street etc:) Q$ N Desertion of Construction (Ex: See Plan Set No. 01234)D S .. 10 IDimension of Installation or Removal: t j S I Approximate Construction Start Date: 4w s Approximate Construction Cori etioa Date: Estimated Construction Cost: p, ) Estimated Construction Cost shall include the removal of obstructions, materials, and . tbris, back filling, compaction and Placing permanent resurfacing and or replacing improvements Name of Contractor. Contractor Address: qt-910. PP• Contractor Telephone Number: 7 S o Contractor State License Number. 3 a 3 66 Contractor City Business License Number: ► A COPY OF. THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED. .. Applicant or Contractor General. Liability Insurance Company: ; Applicant or Contractor General Liability Insurance Office Use Only: Inspection Fee- Permit Fee:. t00.Do As-Buitt Deposit:_ I. D o U,y J Dust Control Deposit: Credit- -Amount - TOTAL FEE DUE: Z, 6 Z/�^, o J Office Use Only: Assigned Permit Number:. 50 7 1 Approval Date: Expiration Date; Issue Date: ' S' !`I:nn H!• RG9 evr rmr u ACORU. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 04/13/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Desert Empire Insurance Services, Inc. LIC # OF09643 77-564 Country Club Drive ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Palm Desert, CA 92211 / INSURERS AFFORDING COVERAGE NAIC # INSURED Kleine Building 8r Development Inc 41910 Boardwalk, Suite A-10 Palm Desert, CA 92211 t.� INSURER A-- Mt. Hawley Insurance Company Heritage INSURERB: American States Insurance Company 19704 INSURER C: INSURER D: INSURER E: �Wvcr uca THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. N R NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMIDD POLICY EXPIRATION DATE MM DD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE a OCCUR X BI/PD Ded:5,000 MGLO144691 07/23/05 07/23/06 EACH OCCURRENCE $1 000.000 DAMAGE TO RENTEPREMISES (Ea D $50OOO MED EXP (Any one person) $5 000 PERSONAL 8 ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY F JE O- LOC PRODUCTS - COMPIOP AGG $1 000 000 B -_ -- AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED -AUTOS NON -OWNED AUTOS..._.--_. - _ . 02CE0143892 _-..._ .. .- --- -.--.. —. _.._ ._ _ O8/02/05 • ' r ... 08/02/06 COMBINED SINGLE LIMIT (Ea accident) , $1,000,000 BODILY INJURY (Per person) $; , X BODILY INJURY (Per accident) $ X- PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: AGG $ $ EXCESS/UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If es, describe under SPECIAL PROVISIONS below WC STATU- OTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS Certificate holder is named as additional insured Fax # 777-7011 GANt r-LLAI IUN r j SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION �- DAYS WRITTEN - !City of La .Quinta i DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL • P O BOX 1504 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL La Quinta, CA 92253 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR AUgTHHORRIIZE�D. REPRESENTATIVE / I or [ *bts1D34y/Mt9ti34t3 LICENSE #01`09643 2DNIE O ACORD CORPORATION 1988 `May-0M006 11:45am . From-MSA Consulting Inc 760 3237893 T-069 P.003/003 F-175 Corporate Centre Precise Grading Parcel 6 and7 Cost Estimate Construct Curb Ramp No.1 EA 1 $ 600.00 $ 500.00 Remove Existing Curb/Gutter and Sidewalk SF 350 $ 1.50 $ 525.00 Remove and Replace 2' wide of existing AC Paving with same structural section. SF 100 $ 4.00 $ 400,00 Construct Extended Footin2 LF 42 $ 3.00 $ 126.00 Construct Curb Ramp No.2 EA 1 $ 500.00 $ 500.00 Construct Transition From 6" CIF to 0" CIF LF 25 $ 12.00 $ 300.00 Install Armor -Tile Truncated Domes or Approved Equal per C.B.C. Fig. 11 B-23A Staggered, 70% Contrast Min. EA 2 $ 260.00 $ 500.00 Install Private Drain Through Curb per City of LQ EA 6 $ 100,00 $ 600.00 Construct 2' Wide x 4" Thick P.C.C. Walkway Poured Monolically with Curb. EA 190 $ 4.00 $ 760.00 Install 36"x48" Jensen Precast Drainage Inlet, Model No. D'13648 with 36"x48" Neenah Foundary Co. Rectangular Inlet Frame and Grate Catalog No. R-3457- EA 1 $ 700.00 $ 700.00 C2. Install 24" ADS N-12 HDPE Storm Drain Pie LF 6 $ 70.00 $ 420.00 � F.R :� r*1'Ir •tii•:• �i e� f�^ '1 ��nr.riM .9•.kyn•• ; � � ''t' JG i K To#aI:;F,or'Paw•cel::6,,{;r.::..�:,:-�;�r_': �rtiY..ppF�,R,;f'!� . Y"� , ., �: ',4.: V' �. •- : _ !'f: . iT M1 . Y r-' :� �},r�r�ryx;t•^'��j���,�? '.l s 3r r.+}$ - , � :;.Y:, .--50;729:90 jµ.A,,.,�, ., ,r;1,-- .�c�l.�:,,. i-::1 �" ;Ls Total:F.oT-P.arceT?,':;; �- ?' > - :'� �' ;rk _.: t<i �'1l •?t `tiT'r'L `:=a"::3u� tia,.n., .•�iF-r : Ens_ `r;S '- 3 ,, V 3- i66;956.90; 11 ('0zSb-bu 15% Contingency $ 17,653.02 Total $ 135,339.82 The above cost estimate does not include raw land, legal fees, agency permits and fees,' professional engineering fees, construction phasing, bonds, financing/carrying costs, construction staking, soils testing, accounting and construction management. MSA Consulting, Inc, makes no representation concerning the estimated .quanitites and cost figures other than that all such figures are estimates only and the Engineer shall not be responsible for fluctuations in cost factors or the actual cost at the time of construction. QN� V41 NO. 43880 47?.6-30.09 * cw\� l\OF C\i- - May,097-2006 11:44am From-MSA Consulting Inc 760 3237893 T-069 P-002/003 F-175 Corporate Centre Precise Grading Parcel 6 and7 Cost Estimate V. K W D 6sbfl Ptid N ITZ1, icQUANT1 T.Y�' U N IT--.','CQST-. QTAL-21.'k�'- 3" AC Pavement over 4 1/2 Crushed AIR SF 7787 $ 2.70 $ 21.024-90 6" Curb and Gutter Per the City of La Quints LF 136 $ 11.00 $ 1,496.00 611 Barrier Curb Per the City of La Quinta LF 418 $ 9.00 $ 3,762,00 3' Wide PCC Ribbon Gutter SF 430 $ 5.00 _$ $ 2,150.00 4" Thick PCC Sidewalk Per the City of LaQuintaSF $037 3.00 $ 9,111,00 2' Wide x 4" Thick PCC Walkway Poured Monolically with Curb. SF 114 $ 5.00 $ 570.00 6" PCC over 6" Crushed AB SF 113 $ 5.00 $ 565.00 Construct Curb Ramp Case A Per City of La Quinta EA 2 $ 500.00 $ 1,000.00 Construct Trash Bin Enclosure EA 1 $4,500,00 $ 4,500.00 Install 4" Wide Double White Stripe for Parking EA is $ 40.00 $ 600.00 Paint Accessibility Parking Striping, Pavement Symbols, and Install Accessibility Sign per C.B.C. EA 1 $ 250.00 $ 250-00 Sawcut, Smooth Join Existing LF 54 $ 1.00 $ 54.00 Construct 8'Wide PCC Ribbon Gutter SF 50 $ 5.00 $ 250.00 Protect in Place EA 9 N/A N/A Construct 6" AC Berm per City of La Quinta LF 20 $ 6.00 $ 120.00 Install Private Drain Through Curb EA 6 $ 100.00 $ 600.00 Install Armor -Tile Truncated Domes or Approved Equal Per C. B.C. Fig. 11 B-23A Staggered, 70% Contrast Min. EA 3 $ 250,00 $ 750.00 Construct 28' Wide Driveway per A. P.W.A. Standard EA 1 $1,600.00 $ 1.600.00 Construct Transition From 6" CF to 0" CF ;LF 44 $ 12.00 $ 528.00 Remove Existing Curb/Gutter and Sidewalk SF 282 $ 4.00 $ 1,128.00 Remove and Replace 2' Wide of Exist. AC Paving with Same Structural Section SF 60 $ 4.00 Construct Extended Footing LF 67 $ 3.00 $ 171.00 Construct Curb Ramp EA 1 $ 500-00 $ 500.00 SiUbt 'Z UNITXOST I 3" AC Pavement over 4 1/2" Crushed AB Sr 12067 $ 2.70 $ 32,580.90 6" Curb and Gutter LF 61 $ 11.00 $ 671.00 6" Barrier Curb LF 697 $ 9.00 $ 6,273.00 3' Wide PCC Ribbon Gutter SF 528 $ 5.00 $ 2,640.00 4" Thick PCC Sidewalk SF 3326 $ 3.00 $ 9,978,00 '24' Wide Driveway per APWA Standard No. 110-1 EA 1 $1,400.00 $ 1,400.00 6" PCC over 6" Crushed AB SF 241 $ 5.00 $ 1,205.00 Construct Curb Ramp Case A EA 1 $ 500.00 $ 500.00 Construct Trash Bin Enclosure See Sheet 2 for Grades EA 1 $4,500.00 $ 4,500.00 Install 4" Wide Double EA 30 $ 40.00 $ 1,200.00 Paint Accessibility Parking Striping, Pavement Symbol and Install Accessibility Sign per C.B.0 Figure 11 B-1 BA EA 2 .$ 250.00 $ 500.00 S2WCUt, Smooth Join Existing LF 58 $ 1.00 1 $ 58.00 Construct 8'Wide P.C.C. Ribbon Gutter SF 24 $ 5,00 1 $ 120.00 Protect in Place i NA NA NA I NA