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HomeMy WebLinkAbout12/13/2017 - STAFF REPORTS - 5.C. City Council Staff Report DATE: December 13, 2017 NEW BUSINESS SUBJECT: APPROVAL OF PLANS, SPECIFICATIONS AND ESTIMATE (PS&E) AND AUTHORIZATION TO BID THE 2017 SLURRY SEAL, CITY PROJECT NO. 17-02 FROM: David H. Ready, City Manager BY: Engineering Services Department SUMMARY The construction documents (contract specifications) have been completed, and in accordance with Section 7.03.040 of the Procurement and Contracting Code the City Council is required to approve and adopt plans, specifications and working details, and authorize the bid request for all public projects in excess of $100,000. Approval of this action will allow staff to proceed with bidding of the 2017 Slurry Seal, City Project 17-02 (Project), with an estimated construction cost of$1,335,000. RECOMMENDATION: Approve the plans, specifications and estimate and authorize staff to advertise and solicit bids for the 2017 Slurry Seal, City Project No. 17-02. STAFF ANALYSIS: On March 4, 2015, the City Council reviewed the "Final Report for the City of Palm Springs Pavement Management Program 2015 Update (2015 Update)". The 2015 Update of the City's Pavement Management Program assessed the condition of all City streets and identified and characterized different types of failures of each street segment to determine an overall Pavement Condition Index (PCI). The PCI is rated from 100 (perfect condition/new) to 0 (worst condition). In an effort to simplify the PCI rating system, the City adopted a letter grade for streets that categorizes the numerical rating into easily recognizable groups, similar to the rating system utilized by the City of Los Angeles. These letter grades and corresponding PCI groupings are shown in Table 1. ITEM NO. City Council Staff Report December 13, 2017 -- Page 2 Authorization to Bid, 2017 Slurry Seal (CP 17-02) All streets require regular maintenance to improve the condition and extend the life of the pavement, with the type of maintenance dictated by the PCI index. Typically, streets rated above 71 (Letter Grades A and B) are considered to be in satisfactory and good condition, needing some patching, crack-fill and slurry seal. Certain streets rated above 65 (upper range of Letter Grade C) are candidates for a micro-mill and slurry seal repair. Streets rated 41 to 65 (Letter Grades C and D) are in fair and poor condition, requiring different maintenance strategies which might include reconstruction or varying thickness grinding and overlay. Streets rated lower than 40 (Letter Grade F) require complete removal and reconstruction. Rating Condition PCI Range Description A Good 86-100 No Significant Distress B Satisfactory 71-85 Little distress with the exception of utility patches in good condition or slight hairline cracks; may be slightly weathered. C Fair 56-70 Slight to moderately weathered, slight distress, possibly patching. D Poor 41-55 Severely weathered or slight to moderate levels of distress generally limited to patches and non-load-related cracking. F Very Poor 0-40 Severely distressed or large quantities of distortion or alligator cracking. Failure of the pavement, distress has surpassed tolerable rehabilitation limits. TABLE 1 The February 2015 Pavement Management Survey for the City's street network indicated an overall average PCI of 69 (Letter Grade C), at the upper range of "Fair" condition. The pavement condition distribution from the report is illustrated in Figure 1. Staff notes that since the pavement survey completed in 2014 and the findings published in the report in 2015, significant steps have been taken by the City with pavement maintenance projects throughout the City, resulting in over $27.6 million in projects completed on approximately 75 miles (almost 1/3) of City streets. Staff will schedule a new pavement survey in 2018-2019 to document the current condition of City streets, and anticipates that the City's overall PCI will improve given the significant investment made by the City Council in street maintenance. The City is currently in the construction phase of the 2017 Pavement Rehabilitation, City Project 17-01, continuing with rehabilitation work on streets with a pavement condition up to PCI 51. While the City's focus has been on reconstruction of City streets with the worst pavement condition (now having completed all streets with a condition rated up to L City Council Staff Report December 13, 2017 -- Page 3 Authorization to Bid, 2017 Slurry Seal (CP 17-02) 51), it is also important to continue pavement maintenance on streets rated with conditions of PCI 65 and above, which allows for extension of pavement life with a micro-mill and slurry seal application at a fraction of the cost of reconstruction. Deferring pavement maintenance on streets rated with a fair condition will allow the condition to deteriorate, leading to increased costs for future maintenance. Engineering science predicts that as pavement ages the pavement condition decreases based on a deterioration curve, and recommends streets to receive pavement maintenance by attempting to prevent deterioration past the critical PCI value of 55. The standard deterioration curve for asphalt concrete pavement is shown in Figure 1. Model: Asphalt l00 so co PCI l 40 20 \ 0 3 10 IS 20 23 30 Years Standard Deterioration Curve for Asphalt Concrett(ACC Payemtnts EWeeted Useful Life of Approximately 25 Years Figure 1 As shown in Figure 1, a pavement condition is expected to deteriorate from PCI = 55 to completely failed (PCI = 0) over the last 5 years of its life. Therefore, capitalizing on a pavement condition considered "Fair" or better allows for avoidance of significantly increased pavement rehabilitation costs, as evidenced in the graphic shown in Figure 2. 03 City Council Staff Report December 13, 2017 -- Page 4 Authorization to Bid, 2017 Slurry Seal (CP 17-02) Pavement Life Cycle Excelent Good �4D%dropin qualty Fat 751%61& \� $1.00 for renovation here 40%drop i n Poor a°�� Will cost $4 here hfe�.r� Very Poor— Failed \ Time Figure 2 The most economic pavement maintenance is a micro-mill with slurry seal application (at a cost of approximately $0.50 per square foot), as compared to the complete reconstruction of a City street. Staff recommends utilizing the micro-mill with slurry seal application on streets with a pavement condition of at least PCI=65, and City Project 17- 02 will continue that strategy. The prior slurry seal project completed by the City included streets with pavement condition of PCI=65 to 69; the 2017 Slurry Seal, City Project 17-02, will continue with micro-mill and slurry seal application on streets with PCI=70 (Letter Grade C) and include selected major arterial segments. Since there are a large number of streets with PCI 70 which would exceed the available budget in the current fiscal year, the remaining streets with PCI 70 will be programmed for Slurry Seal, City Project 18-02, in the 2018/2019 fiscal year. Approximately 60% of PCI 70 streets are included in this year's project. The selection of streets for this project is based on geographic location to achieve cost effectiveness and to avoid the inconvenience of construction over the two year period within the same neighborhood. The project also includes selected arterial streets with PCI range of 75 and 79 that will benefit from a slurry seal application. A few streets with PCI 67 to 69 that were deferred from the last slurry seal project are also included in the 2017 Slurry Seal project. Staff has reviewed the list of streets included in the 2017 Slurry Seal project with the Organized Neighborhood of Palm Springs (One-PS) Code Enforcement & Public Works Committee, which has distributed the list to its neighborhood members. The Committee has accepted the list with no objections from any neighborhoods. The list was also distributed with the various utility companies including Desert Water Agency (DWA) making them aware of the project to minimize or avoid potential conflicts. A list of the streets to be slurry sealed and maps of their locations are included as Attachment 1 and Attachment 2 respectively. 04 City Council Staff Report December 13, 2017 -- Page 5 Authorization to Bid, 2017 Slurry Seal (CP 17-02) It is recommended that City Council authorize staff to proceed with this project, and allow staff to formally solicit construction bids for the 2017 Slurry Seal, City Project 17- 02. With City Council's approval, staff will advertise the project in the Desert Sun, submit the Notice Inviting Bids to plan rooms, and provide the bid documents available free of charge to prospective bidders. A copy of the contract specifications for the Project is on file with the Engineering Services Department. The following tentative schedule has been identified for the bid process: Notice Inviting Bids posted and issued: December 16, 2017 Deadline for receipt of bids: 3:00 PM, January 18, 2018 Contract awarded by City Council: February 7, 2018 ENVIRONMENTAL IMPACT: Section 21084 of the California Public Resources Code requires Guidelines for Implementation of the California Environmental Quality Act ("CEQA"). The Guidelines are required to include a list of classes of projects which have been determined not to have a significant effect on the environment and which are exempt from the provisions of CEQA. In response to that mandate, the Secretary for Resources identified classes of projects that do not have a significant effect on the environment, and are declared to be categorically exempt from the requirement for the preparation of environmental documents. In accordance with Section 15301 "Existing Facilities," Class 1 projects consist of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public structures, facilities, mechanical equipment or topographical features involving negligible or no expansion of use beyond that existing at the time of the lead agency's determination. Therefore, in accordance with Section 15301 (c), staff has determined that the 2017 Slurry Seal, City Project No. 17-02, is considered categorically exempt from CEQA and a Notice of Exemption has been filed with the Riverside County Clerk and is included as Attachment 3. FISCAL IMPACT: A total of $1,400,000 was budgeted for the 2017 Slurry Seal, City Project 17-02 with Local Measure A (Fund 134). On September 26, 2017, City Council approved $263,599 in estimated revenue from Senate Bill 1 (SB) Road Maintenance and Rehabilitation Account (RMRA), a new funding source generated from the recent gas tax increase. With the addition of $263,599 from SB 1- RMRA funds, the total budget for the project increased to $1,663,599. 0.5 City Council Staff Report December 13, 2017 -- Page 6 Authorization to Bid, 2017 Slurry Seal (CP 17-02) A summary of Project budget and estimated costs is shown in Table 2. Table of Project Costs Amount FY 16/17 Local Measure A Fund Fund 134 $1,200,000 FY 17/18 Local Measure A Fund 134 $200,000 SIB 1 — RMRA Appropriations $263,599 Project Administration (through 11/2/17 $14,000 Project Administration Estimated $16,000 Construction Inspection Estimated $98,000 Construction Contract $1,335,000 Contingency 10% $133,500 Remaining Balance $67,099 TABLE 2 SUBMITTED Thomas Garcia, P.E. Marcus L. Fuller, MPA, P.E., P.L.S. City Engineer Assistant City Manager David H. Ready, Esq., P City Manager Attachments: 1. List of Streets — 2017 Slurry Seal 2. Map of Streets — 2017 Slurry Seal 3. Notice of Exemption � U ATTACHMENT 1 07 STREET LIST-2017 ANNUAL SLURRY SEAL PROJECT-CP 17-02 ARTERIAL STREETS: ITEM STREET NAME FROM TO LENGTH WIDTH TRUE AREA PCI NEIGHBORHOOD 1 RACQUET CLUB Rd. E/S SUNRISE WAY W/S FARRELL DRIVE 2,512 61 153,232 75 Racquet Club South 2 FARRELL DRIVE S/S RACQUET CLUB ROAD N/S VIA ESCUELA 1,227 61 74,847 75 3 FARRELL DRIVE NS VIA ESCUELA N/S VISTA CHINO 1,313 61 80,093 75 4 SUNRISE WAY NUS RACQUET CLUB ROAD SIS FRANCIS DRIVE 1,325 66 81,450 79 Desert Park Estates 5 SUNRISE WAY WS VISTA CHINO S/S VIA ESCUELA 1,318 66 86,988 79 TOTAL 476,610 SF NON-ARTERIAL STREETS: ITEM STREET NAME FROM TO LENGTH WIDTH AREA-SF PCI NEIGHBORHOOD 6 BELARDO ROAD S/S TAHOUITZ CANYON WAY N/S ARENAS ROAD 630 32 20,160 68 Historic Tennis Club 7 TIPTON ROAD N/S HWY 111 S/S RAILROAD 382 25 9,550 68 8 WENDY ROAD WIS TIPTON ROAD W END 3,225 25 80,625 68 9 13ELARDO ROAD S/S RAMON ROAD 945'S/O RAMON ROAD 945 60 56,700 69 Historic Tennis Club 10 TIPTON ROAD 1685'N/0 WENDY ROAD 2900'N/C WENDY ROAD 1,215 50 60,750 69 11 VIA MIRALESTE S/S TACHEVAH DRIVE 318'S.OF TACHEVAH 318 60 19,080 69 The Movie Colony 12 AVENIDA SEVILLA E/S BOGERT TRAIL EEND 643 32 20,576 70 Andreas Hills 13 BARONA ROAD N/S BOGERT TRAIL N END 322 60 19,320 70 Andreas Hills 14 CORSICA COURT S/S AVENIDA SEVILLA S END(CDS) 188 32 8,741 70 Andreas Hills 15 DOGWOOD DRIVE FAST List E END(CDS) 200 32 9,125 70 Andreas Hills 16 DOGWOOD DRIVE WEST W/S GOLDENROD LANE W END(CDS) 200 32 9,125 70 Andreas Hills 17 GOLDEN ROAD LANE N/S 130GERT TRAIL N END(CDS) 942 32 32,869 70 Andreas Hills 18 GOLDEN ROAD LANE N/S BOGERT TRAIL S END(CDS) 672 32 24,229 70 Andreas Hills 19 MARIGOLD CIRCLE S/S BOGERT TRAIL S END(CDS) 475 32 17,925 70 Andreas Hills 20 BISNAGA AVENUE NEND SEND 540 18 9,720 70 Araby Cove 21 CHOLLA PLACE E/S ARABY DRIVE W/S BISNAGA AVENUE 300 17 5,100 70 Araby Cove 22 ALTO CIRCLE E/S SIERRA MADRE E END(CDS) 227 36 10,978 70 Canyon Corridor 23 AZUL CIRCLE E/S SIERRA MADRE E END(CDS) 226 36 10,942 70 Canyon Corridor 24 FLOR CIRCLE W/S CALLE PALO FIERRO W END(CDS) 230 36 10,988 70 Canyon Corridor 25 SAN JOSE ROAD WIS CALLE PALO FIERRO ES SKY VIEW DRIVE 905 36 32,580 70 Canyon Corridor 26 SIERRA MADRE DRIVE N/S MURRAY CANYON DRIVE 110'NO SANTIAGO WAY 960 36 34,560 70 Canyon Corridor 27 SIERRA MADRE DRIVE S/S AVENIDA GRANADA S END 580 32 18,560 70 Canyon Corridor 28 TORO CIRCLE W/S SIERRA MADRE W END(CDS) 227 36 10,978 70 Canyon Corridor 29 ARROYO VISTA DRIVE E/S EL PLACER ROAD SIS NUEVA VISTA 1,065 33 35,145 70 Demuth Park 30 CALLE SAN ANTONIO E/S EL PLACER ROAD W/S AVENIDA EVELITA 630 33 20,790 70 Demuth Park 31 CALLE SAN ANTONIO E/S AVENIDA EVELITA W/S PASEO DOROTEA 621 33 20,493 70 Demuth Park 32 CALLE SAN ANTONIO E/S PASEO DOROTEA W/S CALLE SANTA CRUZ 642 33 21,186 70 Demuth Park 33 CALLE SAN RAPHAEL W/S CALLE SANTA CRUZ EIS PASEO DOROTEA 640 33 21,120 70 Demuth Park 34 CALLE SAN RAPHAEL W/S PASEO DOROTEA EIS AVENIDA EVELITA 629 33 21,024 70 Demuth Park 35 ICALLE SAN RAPHAEL WiS AVENIDA EVELITA EIS EL PLACER ROAD 634 33 20,922 70 Demuth Park ITEM STREET NAME FROM TO LENGTH WIDTH TRUE AREA PCI NEIGHBORHOOD 36 CALLE TOMAS WS PASEO CAROLETA SIS CALLE SAN ANTONIO 775 33 25,575 70 Demuth Park 37 CAMINO PAROCELA EIS EL CIELO ROAD W.rS DESERT VIEW DRIVE 217 33 7,161 70 Demuth Park 38 CAMINO PAROCELA EIS DESERT VIEW DRIVE W/S HIGHLAND DRIVE 230 31 7,130 70 Demuth Park 39 CAMINO PAROCELA W/S VELLA ROAD ES CALLE SANTA CRUZ 630 36 22,680 70 Demuth Park 40 CAMINO SAN MIGUEL E.5 AVENIDA EVELITA W/S PASEO DOROTEA 633 32 20,266 70 Demuth Park 41 CAMINO SAN MIGUEL W/S VELLA ROAD ES CALLE SANTA CRUZ 638 33 21,054 70 [Demuth Park 42 CAMINO SAN SIMEON E/S CALLE SANTA CRUZ W/S VELLA ROAD 638 33 21,054 70 Demuth Park 43 DESERT WAY S/S CAMINO PAROCELA N/S SUNNY DUNES ROAD 625 32 20,000 70 Demuth Park 44 EL PLACER RD N/S SUNNY DUNES ROAD NIS CALLE SAN RAPHAEL 446 33 14,718 70 Demuth Park 45 HIGHLAND DRIVE WS SUNNY DUNES ROAD WS CAMINO PAROCELA 650 32 20,800 70 Demuth Park 46 HIGHLAND DRIVE WS CAMINO PAROCELA SIS RAMON ROAD 621 33 18,690 70 Demuth Park 47 OLEANDER ROAD WS SUNNY DUNES ROAD SIS CAMINO PAROCELA 611 36 21,996 70 Demuth Park 48 OLEANDER ROAD S/S CAMINO PAROCELA S/S RAMON ROAD 645 36 23,220 70 Demuth Park 49 PASEO CAROLETA E/S CALLE SANTA CRUZ W/S CALLE PAUL 482 33 15,906 70 Demuth Park 50 PASEO LUISA W/S PASEO DOROTEA EIS AVENIDA EVELITA 370 32 11,840 70 Demuth Park 51 WILLIAMS ROAD N/S SUNNY DUNES ROAD S/S CAMINO PAROCELA 612 42 25,704 70 Demuth Park 52 WILLIAMS ROAD N/S CAMINO PAROCELA SIS RAMON ROAD 603 42 25,326 70 Demuth Park 53 ALHAMBRA DRIVE EIS CAMINO REAL S/S CAMINO REAL 1,942 36 72,637 70 Indian Canyons 54 CALIENTE DRIVE N/S VIA ESTRELLA SIS SIERRA WAY 2,575 36 92,700 70 Indian Canyons 55 CAMINO REAL S/S LA VERNE WAY N/S S VIA LAZO 2,475 36 89,100 70 Indian Canyons 56 SIERRA WAY E/S CALLE PALO FIERRO W/S CAMINO REAL 1,272 36 45,792 70 Indian Canyons 57 VIA ESTRELLA W/S TOLEDO AVENUE EIS CALIENTE DRIVE 1,253 36 45,108 70 Indian Canyons 58 VIA LAZO W/S CAMINO REAL-N END W/S CAMINO REAL-S END 1,146 36 42,649 70 Indian Canyons 59 YOSEMITE DRIVE EIS CAMINO REAL S END(CDS) 2,383 36 88,594 70 Indian Canyons 60 CAMINO BUENA VISTA W/S MESA DRIVE WEND 517 24 11,511 70 The Mesa 61 CAMINO ENCANTO W/S S PALM CANYON DRIVE W END(CDS) 502 20 11,250 70 The Mesa 62 CANTINA WAY W/S S PALM CANYON DRIVE N END 816 22 18,672 70 The Mesa 63 OVERLOOK ROAD S/S CRESTVIEW DRIVE WIS MESA DRIVE 894 26 23,244 70 The Mesa 64 RIDGE ROAD WS CRESTVIEW DRIVE N END 180 25 4,500 70 The Mesa 65 ANZA DRIVE E/S JOSHUA TREE PLACE W/S NAVAJO DRIVE 219 25 5,475 70 Twin Palms 66 ANZA DRIVE E/S NAVAJO DRIVE WIS CALIENTE ROAD 1,000 25 25,000 70 Twin Palms 67 AOUANETTA CIRCLE E/S AOUANETTA DRIVE E END(CDS) 120 25 5,725 70 Twin Palms 68 AOUANETTA DRIVE S/S TWIN PALMS DRIVE NIS LA JOLLA ROAD 695 25 16,666 70 Twin Palms 69 JOSHUA TREE PLACE S/S MARION WAY N/S ANZA DRIVE 1,051 25 30,491 70 Twin Palms 70 MARION WAY W/S CALIENTE ROAD EIS NAVAJO ROAD 1,137 25 28,425 70 Twin Palms 71 MARION WAY W/S NAVAJO ROAD EIS JOSHUA TREE PLACE 330 25 8,250 70 Twin Palms 72 VIA AGULIA N/S LA JOLLA ROAD S/S TWIN PALMS DRIVE 490 30 14,700 70 Twin Palms 73 AVENIDA GRANADA W/S CAMINO REAL EIS CALLE PALO FIERRO 925 60 55,500 70 74 BOLERO ROAD WIS TOLEDO AVENUE W END(CDS) 251 32 10,757 70 75 CABILDO CIRCLE W/S TOLEDO AVENUE W END(CDS) 200 32 9,125 70 76 CALIENTE DRIVE S/S SIERRA WAY SIS LA VERNE WAY 1,000 36 35,136 70 77 CAMINO MONTE N END S END 530 19 10,070 70 78 JOHIGO DRIVE N/S LOBO WAY SIS MARICOPA DRIVE 514 36 18,504 70 79 ICONCHA CIRCLE W/S TOLEDO AVENUE W END(CDS) 251 32 10,757 70 09 ITEM STREET NAME FROM TO LENGTH WIDTH TRUE AREA PCI NEIGHBORHOOD 80 EAST PALM CANYON DRIVE E PALM CANYON DRIVE W PALM CANYON DRIVE 378 60 22,680 70 81 FUEGO CIRCLE N/S MADRONA DRIVE N END(CDS) 140 32 7,205 70 82 LEDO CIRCLE W/S TOLEDO AVENUE WEND(CDS) 230 32 10,085 70 83 LOBO WAY E/S TULARE DRIVE W/S CHICO DRIVE 325 36 13,140 70 84 LUZ CIRCLE N/S MADRONA DRIVE N END(CDS) 125 32 6,725 70 85 MADRONADRIVE N/S SIERRA WAY S/S TOLEDO AVENUE 1,692 36 60,912 70 86 MARICOPA DRIVE W/S TOLEDO AVENUE E!S MADRONA DRIVE 704 36 25,344 70 87 PLATO CIRCLE N/S MADRONA DRIVE N END(CDS) 125 32 6,725 70 88 ROJO CIRCLE N/S MADRONA DRIVE N END(CDS) 125 32 6,725 70 89 SANTIAGO WAY ES SIERRA MADRE DRIVE W/S CALLE PALO AFRO 811 36 31,306 70 90 SIERRAWAY EIS CALIENTE DRIVE W/S TOLEDO AVENUE 1,105 36 39,780 70 91 SILVERADO CIRCLE S/S SIERRA WAY S END(CDS) 265 29 9,932 70 92 SNAPDRAGON CIRCLE W/S GOLDENROD LANE W END(CDS) 145 32 7,365 70 93 TOLEDO CIRCLE W/S TOLEDO AVENUE W END(CDS) 135 32 7,045 70 94 TULARE DRIVE S/S MARICOPA DRIVE N/S LOBO WAY 662 36 25,992 70 TOTAL 2,128,270 SF GRAND TOTAL 2,604,880 SF 10 ATTACHMENT 2 1 � 9JXYlA wear .._'b e w 4 wo �i ''. � s. 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I r _ PNY kg � IW GNlW CPp ■ C P �WfIPY pf F ■ +'1:.✓£ K'' "/'T4. ASK ■ �AREA 5 k� ,t�, AREA 7 � ro401 ■ e I ■ 9 F. sw. Y. . . . . . . . T. . .., .. it . . . . . . . . . . . . . ■ ■ ISr - ■ o� B CLUB ' ' I AP�' ■ M � AREA A 6 an Of, Pw■ yj o /n a PAW win I sae. �mcxn LEGEND CP 17-02, 2017 ANNUAL SLURRY SEAL PROJECT 1 � i or i r� VAI CT DMfRANCIS MK. " DK E ' COUNTRY t,�+y' 9 tE 3 GD.r T2 ,Ev * WYl Wn 8E WJ CLUB RD A erau � . aw SiB@i�i id'EW 1d,Y k:Y..1#lIE w-I.. $ FSiL QP Ik#i�°A -. '; d �< VN fSaE sAr 1:$Cr Q riT' ° f.��y[,z . i-°! �i�.�- ,j y :�91i rEL �Iu -- -' +,�� <. EIh 111 c 4 ✓ 1 i i ZIA C4 (f�Y 111) U WWI3 A F Ott P_^ E ; ._`__ 'LS iC,^ CP 17-02 - AREA 1 nLAr PALIPS NOW W, E ua us 2 14 s K4 US pHa4x, mL WAN* .n f�T A�L��(� DR W,Y r t T 3 F atk a iVL y x G E ac a .IM i b1�FM"VAE1fYFnIjil T� E z" Fe�E 9RNE`°. [, y.A ••� z�,�y HE mkY a ¢ uueev, , KWRM DYQ rFt» z f PART( EcEzeE a ce E. 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ME1F cs "'.q ._.._---..-:_.. t,•-� Cif' _ ��`CX S 1LA jZNE WAY ox Vim N L �f i 4 - - �l secxa PL CP 17-02 - AREA 5 w ' CANYON OUNTRY t3{p C CLUB Y J n l�' r E M r, I� } i;l. _ ...... Zu 4._1 1; too r1 /-; 1y_ TRAIL � � J •� '�� of 1 BOGERT ,ui _ 411,t rbFA w:r ..LLY K'� t :P f• WTP WE WOW PAW L6 Ap 4'Atf1 .'L E c�7 4', WEL'IP.4 5TPf1T s MOM .' Ilow....��, a L._._ _.......�. ACANTO D g' _f** A CK r �QPMb CP 17-02 - AREA 6 15 CD I � 11 w�Ill�f i tY G,�y 15.1i 330 �x'FI p J E 1k y� t OjaiE E}6 f E x I �- 1 1\ ! t QQ W 09 MAX b ATTACHMENT 3 NOTICE OF EXEMPTION To: ❑ Office of Planning and Research From: City of Palm Springs 1400 Tenth Street, Room 121 3200 E. Tahquitz Canyon Way Sacramento, CA 95814 Palm Springs, CA 92262 ® Clerk of the Board County of Riverside P.O. Box 751 Riverside, CA 92502-0751 Project Title: 2017 Annual Slurry Seal, City Project No. 17-02 Project Applicant: City of Palm Springs Project Location (Specific): Various City Streets per the attached Exhibit A Project Location (City): City of Palm Springs Project Location (County): Riverside Project Description: The proposed work includes: application of weed killer to all pavement cracks or joints; cleaning, routing, and installation of crack-sealant and asphalt pavement in all pavement cracks or joints'W or wider; uniform micro-milling of existing asphalt concrete pavement; construction of Rubber Polymer Modified Slurry (RPMS); removal and replacement of existing traffic striping and markings;and all appurtenant work on various City streets. Name of Public Agency Approving Project: City of Palm Springs Name of Person or Agency Carrying Our Project: City of Palm Springs, Engineering Services Department 3200 E. Tahquitz Canyon Way, Palm Springs, CA 92262 Exempt Status: (check one) ❑ Ministerial (Sec. 21080(b) (1); 15268); ❑ Declared Emergency (Sec.21080(b) (3); 15269(a)); ❑ Emergency Project(Sec. 21080(b) (4); 15269 (b)(c)); ® Categorical Exemption. State type and section number: 15301 Class 1 (c)—Existing Facilities ❑ Statutory Exemptions. State code number: Reasons why project is exempt: Class 1 consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alternation of existing public or private structures,facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that existing at the time of the lead agency's determination. The type of"existing facilities"to be considered exempt is determined by whether the project involves negligible or no expansion of an existing use, and includes existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities. Therefore,the 2017 Annual Slurry Seal, City Project 17-02 is considered categorically exempt from CEQA. Lead Agency Contact Person: Thomas Garcia Area Code/Telephone/Extension: (760)322-8339 If filed by applicant: 1.Attach certified document of exemption finding. 2.Has a Notice of Exemption been filed by the public agency approving the project? ❑Yes ❑ No Signature: Date: Title: City Engineer ® Signed by Lead Agency❑Signed by Applicant Authority cited: Sections 21083 and 21110, Public Resources Code Date received for filing at OPR: Reference: Sections 21108,21152, and 21152.1, Public Resources Code. � g