The URL can be used to link to this page

2016 04 06 ALRBP ALRB agendas and staff reports are now available on the City's web page: www.la-quinta.orq ARCHITECTURAL AND LANDSCAPING REVIEW BOARD AGENDA CITY HALL STUDY SESSION ROOM 78-495 Calle Tampico, La Quinta 7XCillW_17514:11V1[cis]PIVA911z1*197_\'A_19:11W-1r,,111tr_1ateltiZl1_1 I CALL TO ORDER Roll Call 2. Pledge of Allegiance PUBLIC COMMENT At this time members of the public may address the Board on any matter not listed on the agenda. Please complete a "Request to Speak" form and limit your comments to three minutes. CONFIRMATION OF AGENDA APPROVAL OF MINUTES Approval of the minutes of the Architectural and Landscaping Review Board meeting of February 17, 2016. 2. Approval of the minutes of the Architectural and Landscaping Review Board meeting of March 17, 2016. BUSINESS SESSION Site Development Permit 2016-0001 submitted by R & R Development Company LLC proposing to construct a 37,776 square foot health and fitness facility with ARCHITECTURAL AND LANDSCAPING REVIEW BOARD AGENDA 1 APRIL 6, 2016 an outdoor aquatics area. Location: southwest corner of Jefferson Street and Fred Waring Drive. 2. Site Development Permit 2015-0005 submitted by Chandi Group, USA, proposing the construction of a 52,000 square -foot commercial development, which consists of a 6,000 square -foot gas station with convenience store/deli and 4,000 square -foot car wash facility, two 3,000 square -foot drive -through restaurant pads, and two 18,000 square -foot office/retail buildings. Project: Washington 50. Location: southeast corner of Washington Street and Avenue 50. .�*1kM1Z§1V1 Li ��l_l l i►1 ul_ fc-i lei REPORTS AND INFORMATIONAL ITEMS BOARD MEMBER ITEMS ADJOURNMENT The next regular meeting of the Architectural and Landscaping Review Board will be held on May 4, 2016, commencing at 10:00 a.m. at the La Quinta Study Session Room, 78-495 Calle Tampico, La Quinta, CA 92253. DECLARATION OF POSTING I, Wanda Wise -Latta, Executive Assistant, of the City of La Quinta, do hereby declare that the foregoing Agenda for the Architectural and Landscaping Review Board meeting was posted on the outside entry to the Council Chamber at 78-495 Calle Tampico, and the bulletin boards at 78-630 Highway 111, and the La Quinta Cove Post Office at 51-321 Avenida Bermudas, on April 1, 2016. DATED: March 31, 2016 waw,'Z, W4, WANDA WISE-LATTA, Executive Assistant City of La Quinta, California PUBLIC NOTICES The La Quinto City Study Session Room is handicapped accessible. If special equipment is needed for the hearing impaired, please call the City Clerk's office at 777-7123, twenty-four (24) hours in advance of the meeting and accommodations will be made. ARCHITECTURAL AND LANDSCAPING REVIEW BOARD AGENDA 2 APRIL 6, 2016 If special electronic equipment is needed to make presentations to the Board, arrangements should be made in advance by contacting the City Clerk's office at 777-7123. A one (1) week notice is required. If background material is to be presented to the Board during an Architectural and Landscaping Review Board meeting, please be advised that eight (8) copies of all documents, exhibits, etc., must be supplied to the Secretary for distribution. It is requested that this take place prior to the beginning of the meeting. Any writings or documents provided to a majority of the Board regarding any item(s) on this agenda will be made available for public inspection at the Design and Development Department's counter at City Hall located at 78-495 Calle Tampico, La Quinta, California, 92253, during normal business hours. ARCHITECTURAL AND LANDSCAPING REVIEW BOARD AGENDA 3 APRIL 6, 2016 ARCHITECTURAL AND LANDSCAPING REVIEW BOARD MINUTES WEDNESDAY. FEBRUARY 17. 2016 CALL TO ORDER A special meeting of the La Quinta Architectural and Landscaping Review Board was called to order at 3:03 p.m. by Principal Planner Jay Wuu. PRESENT: Board Members Richard Gray, Kevin McCune, and Ray Rooker ABSENT: None STAFF PRESENT: Planning Manager Gabriel Perez, Principal Planner Jay Wuu, Principal Engineer Bryan McKinney, and Executive Assistant Wanda Wise -Latta. Also present was Design & Development/City Engineer Tim Jonasson. Board Member Gray led the Board in the Pledge of Allegiance. PUBLIC COMMENT - None CONFIRMATION OF AGENDA - Confirmed BUSINESS SESSION 1. Consideration of Amendments to Titles 2, 7, 8, 9 and 13 of the La Quinta Municipal Code relating to the streamlining of the Development Review Process. Planning Manager Gabriel Perez presented the information contained in the staff report and a copy is on file in the Community Development Department. Discussion followed regarding staff -level development review, transparency, and approval guidelines; notification method options of any staff actions, such as a weekly report made available on the City's website and Items of Interest; appeal process application, allowed timeframes, and the ability for "call up review" by Council and Planning Commission of staff commission or staff decisions; role of the Historic Preservation Commission in the Development Review Process; Planning Applications streamlining; exploring the possibility of conducting a comparison study in one year to identify any realized time and cost savings from the Development Code Tune Up; and, if necessary, look into additional streamlining alternatives. ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 1 FEBRUARY 17, 2016 The Board discussed notification methods to ensure that the public and City officials stay informed of all staff -level decisions and follow-up steps that can be initiated in accordance with established timeframes if necessary; and options for full cost recovery of permit fees. Staff anticipates presenting this item to the Planning Commission on Tuesday, February 23, 2016, at 7:00 p.m., and to the City Council on Tuesday, March 15, April 5, and April 19, 2016. At the Board's request, staff clarified the current department staffing structure. The Board expressed its satisfaction with regards to the checks and balances in place in the effort to streamline the Development Review Process. The Board having no objections or further recommendations unanimously concurred to recommend the Amendments to Titles 2, 7, 8, 9 and 13 of the La Quinta Municipal Code relating to the streamlining of the Development Review Process to the Planning Commission. CORRESPONDENCE AND WRITTEN MATERIAL - None REPORTS AND INFORMATIONAL ITEMS - None BOARD MEMBER ITEMS - None ADJOURNMENT There being no further business, a motion was made and seconded by Board Members McCune/Gray to adjourn this meeting at 4:25 p.m. Motion passed unanimously. Respectfully submitted, WANDA WISE-LATTA, Executive Assistant City of La Quinta, California ARCHITECTURAL AND LANDSCAPING SPECIAL MEETING REVIEW BOARD MINUTES 2 FEBRUARY 17, 2016 ARCHITECTURAL AND LANDSCAPING REVIEW BOARD MINUTES WEDNESDAY, MARCH 2, 2016 CALL TO ORDER A regular meeting of the La Quinta Architectural and Landscaping Review Board was called to order at 10:15 a.m. by Principal Planner Jay Wuu. PRESENT: Board Members Kevin McCune and Ray Rooker ABSENT: Board Member Richard Gray STAFF PRESENT: Public Works Director Tim Jonasson, Planning Manager Gabriel Perez, Principal Planner Jay Wuu, Principal Engineer Bryan McKinney, Executive Assistant Wanda Wise -Latta, and Executive Assistant Monika Radeva Board Member Rooker led the Board in the Pledge of Allegiance. PUBLIC COMMENT - None CONFIRMATION OF AGENDA - Confirmed APPROVAL OF MINUTES Motion - A motion was made and seconded by Board Members Rooker/McCune to approve the Architectural and Landscaping Review Board Special Meeting Minutes of December 16, 2015, as submitted. AYES: Board Members McCune and Rooker. NOES: None. ABSENT: Board Member Gray. ABSTAIN: None. Motion passed. BUSINESS SESSION 1. Site Development Permit 2015-0006 submitted by PGA West II Residential Association, Inc. proposing the construction of a permanent parking lot, storage area, perimeter walls, and landscaping improvements. Project: PGA West. Location: southern terminus of Interlachen and Hermitage, north of Avenue 58. Principal Planner Jay Wuu presented the information contained in the staff report, a copy of which is on file in the Community Development Department. Public Speaker: Ms. Joanne Rose, Community Association Manager for the applicant introduced herself, gave a brief description of the project, and answered the Board's ARCHITECTURAL AND LANDSCAPING REVIEW BOARD MINUTES 1 MARCH 2, 2016 questions with regards to entry points to the project, paving, existing block wall, proposed wall height, and homeowner associations' feedback. Motion - A motion was made and seconded by Board Members McCune/Rooker recommending to the Planning Commission approval of Site Development Permit 2015- 0006 proposing the construction of a permanent parking lot, storage area, perimeter walls, and landscaping improvements for the PGA West project. AYES: Board Members McCune and Rooker. NOES: None. ABSENT: Board Member Gray. ABSTAIN: None. Motion passed. CORRESPONDENCE AND WRITTEN MATERIAL - None 1. Development Code Tune Up - Planning Manager Perez said this item was continued by the Planning Commission from February 23, 2016, to the March 6, 2016, meeting to allow the Historic Preservation Commission (HPC) an opportunity to provide feedback. The HPC held a special meeting on March 1, 2016, and expressed concerns regarding the Ad -hoc Committee's recommendation to eliminate Chapter 2.35 Historic Preservation from the La Quinta Municipal Code and reached a unanimous consensus recommending that the City Council does not support this amendment. BOARD MEMBER ITEMS 1. Update on the amended design for the Washington 50 project submitted by Chandi Group, USA and located at the southeast corner of Washington Street and Avenue 50; (Site Development Permit 2015-0005). The project proposes the construction of a 52,000 square -foot commercial development, which consists of a 6,000 square -foot gas station with convenience store/deli and 4,000 square - foot car wash facility, two 3,000 square -foot drive -through restaurant pads, and two 18,000 square -foot office/retail buildings. ADJOURNMENT There being no further business, a motion was made and seconded by Board Members Rooker/McCune to adjourn this meeting at 10:32 a.m. AYES: Board Members McCune and Rooker. NOES: None. ABSENT: Board Member Gray. ABSTAIN: None. Respectfully submitted, MONIKA RADEVA, Executive Assistant City of La Quinta, California ARCHITECTURAL AND LANDSCAPING REVIEW BOARD MINUTES 2 MARCH 2, 2016 BI 1 TW�t 4 4Qgmrw ARCHITECTURAL AND LANDSCAPING REVIEW BOARD DATE: APRIL 6, 2016 CASE NUMBER: SITE DEVELOPMENT PERMIT 2016-0001 APPLICANT: R & R DEVELOPMENT COMPANY LLC PROPERTY OWNER: REGENCY MARINITA - LA QUINTA LLC REQUEST: CONSIDERATION OF SITE, ARCHITECTURE AND LANDSCAPE PLANS FOR A PROPOSED HEALTH AND FITNESS FACILITY CONSISTING OF A 37,776 SQUARE FOOT BUILDING WITH AN OUTDOOR AQUATICS AREA LOCATION: SOUTHWEST CORNER OF JEFFERSON STREET AND FRED WARING DRIVE EXECUTIVE SUMMARY The construction of a 37,776 square foot fitness center is proposed on the southerly vacant pad at the Jefferson Square shopping center located at the southwest corner of Jefferson Street and Fred Waring Drive (Attachment 1). The proposed buildings and site design generally comply with the development standards and design guidelines of the La Quinta General Plan, the Municipal Code, and Jefferson Square Specific Plan. BACKGROUND The project site consists of approximately 5.7 acres within the Jefferson Square shopping center consisting of 10.79 acres. The proposed fitness center site was formerly approved for a 42,500 square foot retail hardware store within the Jefferson Square Specific Plan. PROPOSAL & ANALYSIS Overview: A fitness center is proposed on a 5.7 acre site, located at the southwest corner of Jefferson Street and Fred Waring Drive (Attachment 2). The proposal includes the following: ✓ 37,776 square foot fitness center building with 31,744 square foot ground floor, 6,032 square feet of mezzanine space, exercise area, locker rooms, restrooms, children's area, and 2,328 square -foot indoor pool Page 1 of 3 ✓ 26,790 square -foot outdoor area for outdoor fitness center activities including two swimming pools ✓ Removal of drive -through lane from Pad A to accommodate 18 parking spaces ✓ Removal of Shops 1 pad to accommodate 29 parking spaces (5,000 square feet) The total parking provided at the Jefferson Square shopping center is 362 spaces, which satisfies the total 362 spaces required for the anticipated land uses in the Jefferson Square Specific Plan. The proposed plan provides for 396 parking stalls within the entire shopping center. The additional 34 parking spaces are proposed with the removal of Shops 1 pad and the construction of new parking on Pad A. To the north, across Fred Waring Drive, is the Esplanade residential neighborhood. To the east, across Jefferson Street, is the Heritage Court shopping center in the City of Indio. To the south, are existing homes (Monticello) and to the west, is the Monticello Park. Site Design: The Jefferson Square shopping center is largely developed with an existing CVS pharmacy, multi -tenant commercial Shops 2 and 3, and an unoccupied 13,928 square foot retail building. The Pad A, Shops 1, and a large anchor retail pads remain vacant. The fitness center is proposed on a vacant pad at the southwesterly portion of the shopping center. An outdoor fitness area consisting of 26,790 square feet will include two swimming pools along the rear and northerly portion of the fitness center building. The remainder of the site is designed for parking and pedestrian access. The site will accommodate drainage requirements through the existing retention system for the shopping center consisting of 1 underground retention basin, and two above ground retention basins. Three existing vehicle access points are available to the Fitness Center, two on Jefferson Street and one on Fred Waring Drive. The one -site vehicle circulation system and parking areas are largely developed and will remain in place. The existing parking area of the shopping center consists of 362 spaces to satisfy on - site parking requirements. The previously approved hardware store accommodated 170 parking stalls within the center. The new fitness center requires 204 parking spaces, which are accommodated with the proposed removal of the Shops 1 pad and the development of parking along the perimeter of Pad A. The parking requirements of the shopping center with the fitness center are 376 spaces and a total of 396 spaces are proposed. Bicycle parking will need to be provided per the requirements of the Municipal Code, for the restaurant and office uses. There are existing Commercial trash enclosures to the south of the proposed fitness center. Any additional trash and recyclable material receptacles and enclosures shall satisfy the requirements as set forth under Section 9.100.200 of the Municipal Code. Architectural Design: The building designs reflect a contemporary architectural theme, consistent with the architectural theme of the existing shopping center buildings (Attachment 3, Exhibit Page 2 of 3 G1). Architectural elements include the use of tower features with concrete tile roofs (pitched), parapet roof coping, metal awnings, painted precision concrete block walls with stone accents at the wall base, and an earth -tone color palette. A landscape screen is proposed along a large expanse of wall on the east elevation. Staff has no concerns with the architectural aspects of the proposal. The fitness center includes variation in the roofline and a tower element that exceed the 40-foot height limit for the Neighborhood Commercial zone. However, the Municipal Code allows architectural features not containing usable floor space, such as towers, gables and spires, to extend 15 feet above the maximum structure height if approved as part of a site development permit (SDP). Landscaping: The shopping center has an existing landscape plan throughout the project site consisting of primarily desert and other low to moderate water use plants. New landscaping is proposed along the easterly frontage of the fitness center. New landscape planters are proposed in the parking area that replaces the Shops 1 pad, and in the proposed parking area at Pad A. The tree palette includes Blue Palo Verde, Thornless Palo Verde and Crape Myrtle. The shrub palette includes Red Bird of Paradise, Texas Sage, Red Yucca, Deer Grass, and Pink Muhly, among others. The landscape concept does not propose any turf. The assorted species of plants add character to the proposed development and provide sufficient screening and accents around the vehicular and pedestrian circulation areas. The planted areas proposed around the buildings provide visual relief, as well as pedestrian -friendly amenities. RECOMMENDATION Recommend approval of Site Development Permit 2016-0001 to the Planning Commission. Report prepared by: Gabriel Perez, Planning Manager Attachments: 1. Project Information 2. Project Area Site Map 3. Fitness Center Site Development Permit Plan Set Page 3 of 3 ATTACHMENT 1 Proiect Information CASE NUMBER: SITE DEVELOPMENT PERMIT 2016-0001 APPLICANT: R & R DEVELOPMENT COMPANY LLC PROPERTY OWNER: REGENCY MARINITA - LA QUINTA LLC LANDSCAPE ARCHITECT: SIEGFRIED LANDSCAPE ARCHITECTS ARCHITECT: ARCHITECTURE PLUS INC. REQUEST: CONSIDERATION OF SITE, ARCHITECTURE AND LANDSCAPE PLANS FOR A PROPOSED HEALTH AND FITNESS FACILITY CONSISTING OF A 37,776 SQUARE FOOT BUILDING WITH AN OUTDOOR AQUATICS AREA LOCATION: SOUTHWEST CORNER OF JEFFERSON STREET AND FRED WARING DRIVE GENERAL PLAN DESIGNATION: GENERAL COMMERCIAL ZONING DESIGNATION: NEIGHBORHOOD COMMERCIAL SURROUNDING ZONING/LAND USES: NORTH: LOW DENSITY RESIDENTIAL RESIDENTIAL NEIGHBORHOOD (ESPLANADE) SOUTH: LOW DENSITY RESIDENTIAL RESIDENTIAL NEIGHBORHOOD (MONTICELLO) EAST: PARKS AND RECREATION MONTICELLO PARK WEST: HERITAGE COURT SHOPPING CENTER CITY OF INDIO ATTACHMENT 2 Fitness Center Project Site EXISTING T TO REMAIN EXISTING N ATTACHMENT 3 VICINITY MAP - NTS `EXISTING CURB TO BE REMOVED ° EXISTING STRIPING TO BE REMOVED AND ADJUSTED _ PERIMPROVEMENTS Q ) ° TINGSHIELDED SINGLE HEAD LUMINAIRE �— — TO REMAIN Z W WEXISTING RECYCLING ENCLOSURE TO REMAIN EXISTING TRASH ENCLOSURE �TO REMAIN Z — — in LLI L. EXISTING STRIPING TO BE REMOVED EXISTING TREES TO BE ° REMOVED, TYPICAL EXISTING ACCESSIBLE PARKING STALLS TO BE REMOVED (2 TOTAL) AND STRIPING TO BE REMOVED AND ADJUSTED PER IMPROVEMENTS EXISTING TEMPORARY ASPHALT RAMP TO BE REMOVED EXISTING MAINTENANCE ACCESS ROAD TO REMAIN UNDEVELOPED I < L (SHOPS 1) J ISTING LANDSCAP RETENTION AREA 18,180 SF UNDEVELOPED (OSH) EXISTING TREES TO REMAIN, TYPICAL EXISTING TEMPORARY ASPHALT RAMP TO BE REMOVED EXISTING TEMPORARY ASPHALT WALK TO BE REMOVED jr�'�^'��} 2 x f i x> x EXISTING SHOPPING CART RETURN TO BE REMOVED I EXISTING ACCESSIBLE PARKING STALLS TO BE MODIFIED (2 TOTAL) I"T, I 1 I I I TO ICAL � 26'-W TO REMAIN. TYPICAL EXISTING STORM DRAIN STRUCTURE TO REMAIN EXISTING PARK AND RESIDENTIAL 77 i ° 7 t77 f VSFORMER J `EXISTING RECYCLING oo- TO REMAIN RETENTION AREA I ENCLOSURE TO REMAIN b $ 0 EXISTING TRASH ENCLOSURES $ I T RE AIN 0 EXISTING TRASH ENCLOSURE I Q C3 TO REMAIN EXISTING TRASH ENCLOSURE ^ — — — — TO REMAIN I EXISTING RECYCLING ENCLOSURE TO REMAIN I I EXISTING GAS METER ® I TO REMAIN LO M=_- 26-0" 01 XX EXISTING TRANSFORMER TO REMAIN L ❑ I I PROJECT INFORMATION - EXISTING SITE PLAN EXISTING GAS METER I SHOPS 3 NAME OF PROJECT: NEW FITNESS FACILITY TO REMAIN I ADDRESS: 44125 JEFFERSON ST. I [; rr� LLU I Z'000 SF S LA QUINTA, CA 92253 APN: 604-521-07, 09, 10, 11, 12, 13, 14 (JEFFERSON SQUARE) © OWNER: REGENCY LA QUINTA LLC EXISTING GAS METER ElI LLI 420 STEVENS AINITA VE, SUITE 320 TO REMAIN MAJOR RETAIL SOLANA BEACH, CA95202 SHOPS 2 (FRESH AND EASY) ® ° p TENANT/APPLICANT. R8R DEVELOPMENT COMPANY, LLC 6 SO. EL DORADO ST. 7TH FLOOR 4,500 SF 13,928 SF I I STOCKTON CA 95202 ZONING: SP 02-062 JEFFERSON SQUARE SPECIFIC PLAN Z GENERAL PLAN DESIGNATION: NEIGHBORHOOD COMMERCIAL I Won® d LAST OR CURRENT USE: SHOPPING CENTER, PARTIALLY UNDEVELOPED ro ® Q OVERALL NET SITE AREA: 10,27 AC (7 PARCELS) APNs 604-521-07, 09,10,11, 12,13,14 Fy 14 I ® WFLOODPLAIN NET ITE EXISTING OVERALLR THIS PARKING:LIGATION: 328PER(SPECIFCLP)LAN; ACTUAL -11,13,14 COUNT: 361 DESIGNATION: X' u I �� o > O I NOTES: �� _ _ b o I p � 1 AND SITE WINGS AND SHOWN APROVEMINED EENTS PHOTOGRA IRE NCE EXISTING MONUMENT SIGN NBE PY SHOIWN AOUS HOTOGRAPHY. PROPERTY LINES AND MION AERIAL FOR REFEREMPROVEMENT ONLY. nx I � TO REMAIN � Z O 2. EXISTING UTILITIES TO EXHIBIT BELIEVED TO FIRENER K WILL BE CONFIRMED PRIOR TO PERMIT SUBMITTAL REFER TO EXHIBITC FOR FIRE AND OTHER KNOWN UTILITY LOCATIONS. — — — — — — — _ EXISTING ACCESSIBLE PARKING STALL TO BE REMOVED I EXISTING SITE PLAN LEGEND (1 TOTAL) I ° ° ° " ° Q ❑ " I p— W F, yvm.... I Z EXISTING TREE TO BE EXISTING PROPERTY REMOVED BOUNDARY '�vv�r11j11s"` I I p0 ° EXISTING ACCESSIBLE ° G5 + iIi EXISTING TREE GROUND FLOOR ENTRANCE TO REMAIN EXISTING PATH OF �} — — — TRAVEL I I Z I EXISTING LANDSCAPE ACCESSIBLE PATH AS INDICATED ON PLAN IS A ( I I I ° TO BE REMOVED BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1W IF 26'-0"EXIST I I I ENCLOSURE (/� BEVELED AT A 1:2 MAX SLOPE, OR VERTICAL LEVEL EXISTING LANDSCAPE CHANGES NOT EXCEEDING 114' MAX, AND AT LEAST TO REING MAIN�SH x W TO REMAIN IN WIDTH. SURFACE IS STABLE, FIRM, AND SLIP I I RE RESISTANT. CROSS SLOPE DOES NOT EXCEED 2% I AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS I THAN 5%, UNLESS OTHERWISE INDICATED. o p EXISTING LUMINAIRE ACCESSIBLE PATH OF TRAVEL SHALL BE TO REMAIN CVS m" I 0 MAINTAINED FREE OF OVERHANGING .0:� I OBSTRUCTIONS T080'MINIMUM AND PROTRUDING PHARMACY ° OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27'AND LESS THAN 80". DESIGN rEXISTING PATH OF TRAVEL TO PAD A. FINAL CATION BE I 13,013 SF PROFESSIONAL SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL. DETERMINED AT DEVELOPMENT (NOT PART OF THIS APPLICATION) PROPOSED NEW I EXISTING°URBAND I I FITNESS FACILITY GUTTER TO BE REMOVED I DRIVE -THROUGH ELIMINATED ELIMINATED _ coo EXHIBIT A: EXISTING a� ® UNDEVELOPED I I I SITE CONDITIONS I PAD A 4,500 SF I EXISTING STORM DRAIN 44125 JEFFERSON ST. EXISTING TRANSFORMER I I STRUCTURE TO REMAIN ' NO TRASH ENCLOSURE �TXIOSTIREMAIN - TO REMAIN I I I ❑ EXISTING TRANSFORMER ❑ TO REMAIN LA QUINTA, CA 92253 �(ISTINGTRANSFORMER / � T�'REMAIN � I I PREPARATION O • Ol 1 1 DATE. EXISTING MONUMENT SIGN EXISTING DRIVEWAY ° ° TO REMAIN TO REMAIN ----- — — — --- -- — — — — — — — — — — a■ — — — — JEFFERSONSTREET _ _ — — —— —————————————————- - SIEGFRIED — — — — — — — — — — — — — — — — — — — — — — 109 Scripps Drive. Sacramento, California 95825 916-520-2777 Fax: 209-943-0214 0 1' 1" 1"60' EXISTING COMMERCIAL ACROSS JEFFERSON STREET SCALEV=30' www.siegfriedeng.com _I _- _-_--__ JEFFERSONSIREET — — —— — OVERALL CENTER DATA PROPOSED ZONING: PROPOSED GENERAL PLAN DESIGNATION: SQUARE FOOTAGE OF THE CENTER: PROPOSED BUILDING AREA: PROPOSED LANDSCAPE COVERAGE, OVERALL: PROPOSED LANDSCAPE COVERAGE, INTERIOR: TOTAL PARKING: PARKING ANALYSIS SP 02-062 JEFFERSON SQUARE SPECIFIC PLAN (NO CHANGE) NEIGHBORHOOD COMMERCIAL (NO CHANGE) 447,361 SQ. FT. (10.27 AC) 80,717 SQ. FT. 0,188 (84,502 SO. FT.) 0,159 (71,538 SO. FT.) 396 PARCEL EXISTING PROPOSED REQUIRED HEALTH CLUB (CONSOLIDATED, 162 204 204 ADJUSTED SF) SHOPS 2(NO CHANGE) 19' 1B 18 PAD A 11 30 18 MAJOR RETAIL (NO CHANGE) 52 52 56 CVS (NO CHANGE) 72' 70 52 SHOPS 3 (NO CHANGE) 22 22 28 TOTAL 362 396 376 'PER SPECIFIC PLAN. ACTUAL EXISTING PARKING VARIES FROM TOTALS SHOWN. HEALTH CLUB AND ADJOINING SOUTH PARCEL DATA (APNs 604-521-13,14) PROPOSED USE: RECREATION USE / HEALTH CLUB PROPOSED BUILDING AREA SQUARE FOOTAGE. 37,776 PROPOSED NUMBER OF FLOORS: 1+MEZZANINE PROPOSED FLOOR AREA RATIO: 0.170 PROPOSED LOT COVERAGE: 0.143 PROPOSED OCCUPANCY: A-3 CONSTRUCTION TYPE: III-B FIRE SPRINKLERS: YES NUMBER OF BUILDINGS ON PARCEL: 1 PROPOSED BUILDING HEIGHT: 3T-0" ROOF, 41'-0° TOWER ADJUSTED BUILDING AREA FOR PARKING CALCULATION: 30.568 SO. FT. ADJUSTED FENCED OUTDOOR AREA FOR PARKING CALCULATION: 9,000 SO, FT. PROPOSED PARKING ON PARCELS: 204 PROPOSED ADA SPACES FOR HEALTH CLUB: 7 (INCLUDING 2 VAN ACCESSIBLE) PROPOSED ADA SPACES FOR SHOPS 2: 2 (INCLUDING 1 VAN ACCESSIBLE) PARKING REQUIREMENT FOR PROPOSED USE: 204 PARKING RATIO REQUIRED: 1150 PARKING RATIO PROVIDED: 1:150 PROPOSED BICYCLE PARKING: 10 (9 REQUIRED) NUMBER OF EMPLOYEES, PROPOSED: 10-15 FT SITE PLAN LEGEND PROPOSED EXISTING ACCESSIBLE (REFER TO EXHIBIT D) XHIBI O GROUND FLOOR ENTRANCE EXISTING TREE — — — EXISTING PATH OF TRAVEL TO REMAIN 0 ACCESSIBLE GROUND FLOOR ENTRANCE PROPOSED PATH OF TRAVEL PROPOSED LANDSCAPE (REFER TO EXHIBIT D) ACCESSIBLE PATH AS INDICATED ON PLAN IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY SERTICAL NG IFBEVELED ABRUPT LEVMAX LOPE EXISTING LANDSCAPE ATT 1X MAX SLOPE, OR VERTICAL LEVEL CHANGES ORLEVEL NOT EXCEEDING MAX, AND AT LEAST IN TO REMAIN IS WIDTH. SURFACE IS STABLE, FIRM, AND SLIP SLIP RESISTANT. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS OTHERWISE INDICATED. ❑ EXISTING LUMINAIRE ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED ❑ TO REMAIN FREE OF OVERHANGING OBSTRUCTIONS TO 80' MINIMUM AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27'AND LESS PROPOSED SHIELDED THAN 80". DESIGN PROFESSIONAL SHALL VERIFY LUMINAIRE TO MATCH THAT THERE ARE NO BARRIERS IN THE PATH OF EXISITNG TRAVEL. EXISTING PROPERTY BOUNDARY UMITOFWORK PROPOSED NEW FITNESS FACILITY EXHIBIT B: PROPOSED SITE PLAN 44125 JEFFERSON ST. LA QUINTA, CA 92253 PREPARATION DATE: 01 / 15/ 16 1■L- EE SIEGFRIED 109 Scripps Drive. Sacramento, California 95825 916-520-2777 Fax: 209-943-0214 _' sIegfriedeng.com SCALEa'=30' Y _ -� SHEETLEGEND 0 IRELOCATE EXISTING 47.16P>: FIRE HYDRANT MATCH EX. ° RELOCATE EXISTING " UTILITYVAULT _ MATT t ° ° MATCH EX. 0 CF- 3 0 EXISTING FIRE BACKFLOW PREVENTION TO REMAIN ° J�IF 49.10FF 49.10FF 49.1OFF UTDOOR AREA 49.08C 49.08C 49.08C 26,790 SF (TOTAL) 49.10FF 5,868 SF (POOL 49.OBC SURFACE) 4 .1 FP / 4s.OBC PROPOSED HEALTH CLUB D 49.10FF 31,744 SF (FOOTPRINT) as.96c 37,776 SF (TOTAL) F.F. EL. = 49.10 49.10FF PAD EL. = 48.64 49080 EXISTING FIRE EXISTING UTILITY HYDRANTTO REMAIN VAULT TO REMAIN w EXISTING WATER METERS TO REMAIN EXISTING FIRE APPURTENANCES TO REMAIN —INSTALL NEW PEDESTRIAN LEVEL CONCRETE SLOPE TO EXISTING _— VALLEY GUTTER. DRAINS _ TO SOUTH BASIN NEW VALLEY _—INSTALL GUTTER WITH INLET AND _ W DISCHARGE PIPE. CONNECT TO EXISTING — DRAINAGE SYSTEM, DRAINS TO SOUTH BASIN. RETENTION AREA I I 1 10 w p o EXISTING FIRE D HYDRANT TO REMAIN [D I ' SHOPS 3 0 L❑ 7,000 SF E MAJOR RETAIL ® ❑ SHOPS 2 (FRESH AND EASY) 4,500 SF 13,928 SF ® m 0 EXISTING WATER METER TO REMAIN — w EXISTING UTILITY VA ULTTOREMAIN W I w EXISTINGFIRE EXISTING N METERS TC HYDRANT TO REMAIN EXISTING WATER EN G FIRE METER TO REMAIN APPURTENANCES TO REMAIN I I ° I 45.60P+ — — — — — — 44.76Pi MATCH EX. MATCH EX. I 46. OTC 45. OFL 111 45. FL 45.90FL PAD A i N I 4,500 SF _ PAD EL. = 46.04 — UN m ® d I o p IS C3 C9 I I a C3 0 I a I I CVS / PHARMACY n 13,013 SF I FBI C3 C3 CV I SYMBOL DESCRIPTION IEW RMENTASPHALT CONCRETE CONCRETE PAVEMENT NEW PEDESTRIAN 9. LEVEL CONCRETE '► DIRECTION OF FLOW MIN. 47.00TC PROPOSED ELVATION 46.SOFL o STORM DRAIN LINE \ iJ I —ems— SANITARY SEWER LINE Zr WATERLINE PROPOSED SITE LIGHTING AT NEW PARKING AREA PROPOSED SIGNAGE AT NEW PARKING AREA PROPOSED DRAIN INLET AT NEW PARKING AREA j NOTES: i 1. THIS EXHIBIT IS PREPARED UNDER THE ASSUMPTION THAT 0 UTILITIES ARE INSTALLED PER PREVIOUSLY APPROVED PLANS. CONTRACTOR TO VERIFY THE LOCATION AND EXISTENCE OF Z SUCH UTILITIES PRIOR TO COMMENCING ANY WORK. ir 2. LOCATION OF GAS UTILITIES ARE NOT SHOWN AND SHALL BE FIELD VERIFIED PRIOR TO DESIGN. 3. REFER TO THE PROJECT HYDROLOGY MEMORANDUM, W PREPARED BY SIEGFRIED, FOR ADDITIONAL INFORMATION. 4j LL EXISTING LANDSCAPED 1 RETENTION AREA 4540P� 48.50TC 1 1 0 0 I 18,180 S F MATCH EX. 6.00FL — — — I Ell � O ° � 0 ° EXISTING WATER — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- METERTOREMAIN— — JEFFERSON STREET I — — J- - - - - - - - - - - - - - - - - - - - - -- 00' 15' 30' 60' SCALE: 1"=30' PROPOSED NEW FITNESS FACILITY EXHIBIT C: PRELIMINARY PRECISE GRADING PLAN 44125 JEFFERSON ST. LA QUINTA, CA 92253 PREPARATION DATE: 01 / 15/ 16 ■ ■ SIEGFRIED 109 Scripps Drive — Sacramento, California 95825 916-520-2777 Fax: 209-943-0214 www. s I egf riedeng. com RFTF1\IT r\I ARFA _I - - - - - - - - - - - - - - JEFFERSON STREET- - - - - - �i TREES CODE BOTANICAL NAME I COMMON NAME CONT CER PLC Cercidium foddum I Blue Pat. Verde 36"box CEll DES Cercidium x'Desed Museum'/Thornless Palo Verde 24"box I.A. T14 Lage—arms x'Tuskegee- ITuskegee Crape Myrtle Multi -Trunk 38"box SHRUBS CODE BOTANICAL NAME/COMMON NAME CONT O CAE PILL Caeselpinia pulcherrima l Red Bird Of Paradise 5gal cW. j HES PAR Hesperaloe perviflors / Red Yucca 5 gal OLEU FRU Leucophyllum frutescens l Texas Sage 5gal MUH CAP Muhlenhergis capillads l Pink Muhly 5gal MUH ALIT Muhlenbergis lindheimeri'Autumn Glow TM I Undheimer s Muhly 5 gal O MUH RIG Muhlenbergia rigens l Deer Grass 5gal GROUND COVERS CODE BOTANICAL NAME/COMMON NAME CONT SPACING llLAN HYB Lantana x'N- GoldI New Gold Lantana 1 gal SITE PLAN LEGEND " EXISTING TREE TO REMAIN EXISTING LANDSCAPE TO REMAIN ❑ EXISTING LUMINAIRE TO REMAIN El PROPOSED SHIELDED LUMINAIRE �a TO MATCH EXISITNG EXISTING PROPERTY BOUNDARY r_ r_ LIMIT OF WORK VOTE: 01' 1" 30' 60' SCALE: 1'=30' FINAL LANDSCAPE AND IRRIGATION SHALL BE IN COMPLIANCE WITH LA QUINTA MUNICIPAL CODE TITLE 8, CHAPTER 8.13,010 AND COACHELLA VALLEY WATER DISTRICT LANDSCAPING AND IRRIGATION SYSTEM DESIGN ORDINANCE. PROPOSED NEW FITNESS FACILITY EXHIBIT D: PROPOSED LANDSCAPE PLAN 44125 JEFFERSON ST. LA QUINTA, CA 92253 PREPARATION DATE: 01 / 15/ 16 1■L- EE SIEGFRIED 109 Scripps Drive Sacramento California 95825 916-520-2777 Fax: 209-943-0214 —sIegfriedeng.corn Y AD BUILDING CODE REVIEW ROOMNAME S FEERE FAOC OR LOOAD EXBS REQ MAIN LEVEL OCCUPANT LOAD CODE DATA: LOBBY 468 15 31 1 ALL WORK IS TO CONFORM TO THE REQUIREMENTS OF THE CURRENT CALIFORNIA BUILDING CODE AND ANY CURRENT STATE AND/OR CITY AMENDMENTS. THEE CODES ARE TO TAKE RECEPTION 218 100 2 1 PRECEDENCE OVER THE DRAWINGS AN D SPECIFICATIONS LOUNGE 930 15 62 2 e4'-a' CODES: 2013 cAuaoarvlA BUILDING CODE OFFICE 89 100 I 1 M13 CAUFORNIA GREEN CODE EXIT] 2013 CALIFORNIA MECHANICAL CODE OFFICE 89 100 I 1 DFSTANCETO IT 7-64' M13CALIFORNIA ELECTRICAL CODE OFFICE 190 1W 2 7 OCC LOAD - 106 2013 CALIFORNIA PLUMBING CODE 106x0.2= 21.2"MIN REQUIRED 06TANCETO W13CALIFORNIA ENERGY CODE OFFICE 88 100 1 1 34"CLEAR PROVIDED EXIT 8-81, SO 3 CALIFORNIA FIRE CODE OFFICE 88 1OD 1 1 HYDRO MASSAGE 99 100 I 1 DISTANCETO CONSTRUCTION TYPE: 1118 MASSAGE 105 1W I I 3070 DOOR WITH PANIC BAR COMMON PATH OCCUPANCYGROUP: A3 OF TRAVEL-0' FIRESPRINKLERS: YES TANNING 80 IOD I 1 STORIES: TWO STORIES TANNING 82 IW 1 1 ACTUAL BUILDING AREA: CHECK -IN 133 15 9 1 WATER , -�r7 rr TIrITI MAIN LEVEL: 31,J44 EX 7 III - - - UPPER LEVEL: 6,032 LITTLE KIDS 1046 35 30 1 HEATER JJECT' TOiALAREA 37,776. INFANTS 59 35 2 1 DISTANCE TO DISTANCEi0 - ExR6-47' — ------ EXIrJtd8', GROUP EX 2970 50 59 2 EH IBASIC ALLOWABLE 9 500 S FFREECARTIDWE 2645 50 81 2 DISTANCE iO DISTANCEiO _ TYPE IIIB FULLY SPRINKLEREor EXIT z-216- EXR2-225' I A=01[9,500I 774*1.11 FREE WEIGHTS 2645 50 53 2 -T �-/1v1EN$LOCKER ROOM {gsoo+(q soox.Jsl+l9 soox z00�p=ss,6z5sF PER sroav\ SELECTORIZED 1069 50 21 1 DISTANCE TO �' DISTANCE iO LAUNDRY %C -MULTI-STORY=35,625A2= 71,250 S.F TOTAL ALLOWABLE AREACOMMONPATHCOMMON PATH GROUP PT 1657 50 33 1 t=j 3],JJ6SFJI.250 SF THEREFORE R1E BUILDING COMPLIES OF TRAVEL-30' \ OF TRAVEL-52' - - LAUNDRY 205 1W 2 1 STAFF 131 100 1 1 --_ - - - - OCCUPANT LOAD AND EXITING: MEN'SLOCKER 691 5D 14 1 L \ I - 0 - - WOMEN'S LOCKER 785 50 16 I I - , 1 \ GROUP PT - -- - STAFF STOR. - TOTAL OCCUPANT LOAD: 847 OCCUPANTS(SEE CHART) STEAM 128 50 3 1 \ K - Q e+ - L - J - SAUNA 125 50 3 F- F- - - " Ali REQUIRED EXITS: 3 PROVIDED EXIR: 11 POOL AND SPA 2328 $D 47 I 1 GROUP EX i �[� POOL DECK .87 15 139 2 EGRESS WIDTH CALCULATIONS !� REQUIRED EXIT WIDTH(847 X.2) SPT 459 50 9 E I7 E _-1 �` O; PROVIDED EXIT WIDTH BM'I 5)+146-X).HV-9U =462' - O) - MAIN ExTT WIDTH: MAIN LEVEL SUBTOTAL 23997 651 STORAGE 84J OCCUPANT LOAD%03 =167' L 1 MINIMUM EXIT WIDTH REQUIRED AT MAIN ENTRY: ACCESSORY AREAS 9T— 169'/2 = as RESTROOM 64 MAIN EXIT WIDTH PROVIDED =1qq" STORAGE 217 300 I 1 EXIT b r / \ ■ ■ _ • \ I A/V ROOM 18 / — STAIRS: OCC LOAD - 59 ISPT " I�I-I� � I MEWS SHOWER AREA 312 59 x0.2=11.8"MIN REQUIRED / \\ I I, �__ '\/ \/ r- -- STAlRnl MEN'S TOILET AREA 311 34"CLEAR PROVIDED /� \� — — I — — WO ENS LOCKER ROOM y /\ I ---- 49 occ x.3= 1s'REQVRED _ _ _ { I IN EXI 8 54"PROVIDED WOMEN SHOWER AREA 313 3070 DOOR WITH PANIC BAR T L 63AOCCX.3= SO REQUIRED ELECTRICAL Cq TOILET AREA 14� L �/ - - — — - - — - I l�,-' 5a"PROVIDED STEAM EQUIPMENT 20 300 0 1 r I COMMON PATH OF EGRESS TRAVEL: AQUA STORAGE 22 LOCKER ROOMS: GROUP'B' = 100' PER CBCTAI 10143 ALL OTHER ROOMS: GROUP'A'= 75'PER CBC TABLE 1014.3 FAMILY RESTROOM 89 Exlr to-22r M ;EyA DISTANCE To WATER HEATER 91 ]S/ j D6TANCETO - Q M EXIT EXTB OCC LOAD-$U MAXIMUMTRAVEL DISTANCE=250'PER CEO TABLE 1016.2 L J IIIII�' GENERAL CIRCULATION 4092 50 82 ExIT9-1aB' I 80x0.2=16MIN DISTANCE TO REQUIRED MAINEGRESSAISLES STRUCTURE AND MISC. 1702 DISTANCE TO I EMT 8-66 34� CLEAR I COMMON PATH r _- oFTRAVEL-1a' L_ DISTANCE TO �PRovloEo PLUMBING FIXTURE CALCULATION MAIN ACC. SUBTOTAL 1747 33 iR ° %SAUNA COMMON PATH MAIN LEVEL TOTAL 31744 734 3 HYDRO -_ ( FTRAVEL-a' moo� WITHMASSAGE I BAR - PLUMBING FIXTURE CALCULATIONS. UPPER LEVEL OCCUPANT LOAD —I-- GROUPOCCUPANCY CLASSIFICATION PER CPC TABLE USE GROUP A2 GYMNASIUM 28491 SO.FT (OLF=30)GROUP PT 979 50 20 I DISTANCE iO GROUP BUSINESS/OFFICE 1464 Q F. (OUT =tool CIRCUIT 1131 50 23 I L EXIT 5-ES _ _ AQUA '.. /�, (DOESNOT INCLUDE ACCESSORY USE AREAS) DISTANCE To SHAPES 2183 50 44 1 \ ( STORAGE �' 28.491SQ.Fr./30= 950 GROUP CYCLING 1319 50 26 1 EXIT 4-110' 1OTAL QCFCUP00= J TOTAL OCCUPANTS= 957 \ I I I STRUCTURE AND MISC. 346 r 1 DISTANCE TO / 95J/2=4J9OCCUPANTS PER GENDER COMMON PATH / OF ragvEL-3o' UPPER LEVEL SUBTOTAL 5958 112 EKI 5 I CARDIO I ® INDOORIPQQL TYPEOF BUILDING OCCUPANCY PER CFCTAII I/ +usB CRouP: A-3 ACCESSORY AREAS _ PLUMBING FIXTURE REQUIRED: STORAGE 60 30010 1 L_ - - Ike / MEN 4/C 114R LAV. D.F. CIRCULATION 14 50 0 1 EXITS IIJN / WOMEN 9 - 5 4 DISTANCE TO 1 UPPER ACC. SUBTOTAL 74 0 OCC LOAD - 58 / BIG KIDS EXIT To_ 175' I UPPER LEVEL TOTAL 6032 113 2 r I ppp I PLUMBING FIXTURE PROVIDED: 58x0.2=11.6"MIN REQUIRED / 1 DISTANCE To LAv. D.F. 46"CLEAR PROVIDED 1 // 1 EXU7 124 EXI 19 MEN q q q 5 ENTIRE BUILDING TOTALS 37776 847 3 4070 DOOR WITH PANIC BAR I EXIT 2N 19v FI oM%N a _ s I i�LITTLE KIDS j�_ 1 �1 ( IIIIJ I DISTANCE TO L 1 -- 1 COMMONPATH 1 _ APPLICANT: OFTRAVEL-30' 1 R&R DEVELOPMENT COMPANY, LLC INFANTS CHECK IN I \ EXIT 9 65 x ILOAD-MI 6 S. EL DORADO ST. 7TH FLOOR 34"CLEAR PROVIREQUIRED PROVIDED STOCKTON, CA. 95202 3070 DOOR WITH PANIC BAR PROPOSED NEW r_ \ FITNESS FACILITY HYDR oFTlce MA, ss GE FREEEIGHTS �a EXHIBIT E: PROPOSED OCC LOAD -96 ; GROUND FLOOR PLAN 96 x 0.2 = 19.2" MIN REQUIRED ,' F� O LOUNGE 46" CLEAR PROVIDED OFFICE MASSAGE 4070 DOOR WITH PANIC BAR 44125 JEFFERSON ST. EXIT3 EIE�EPT,jI,', — —. _ —.— —. — PREPPA ATONDATE:53 OCC LOAD -93 E IT I VEI o 0 z 'N 93 x0.2= 18.6" MIN REQUIRED E IT - 1 0 01 /15 /16 46" CLEAR PROVIDED I I OFFICE I I •----I' __ 4070 DOOR WITH PANIC BAR TANNIN MIT 10 OCC LOAD - 53 PLANNING _ OFFICE OFFICE ° TA NI G TAN u• a J 53x0.2=1PROVINREQUIRED ARCHITECTURE b I 40"CLEAR PROVIDED - - - - - - - - - - - - - - - - - - - - - - - - - --- --- - - 3670 DOOR WITH PANIC BAR L-EXIT7-SD,V L---J EXIT DISTANCE' api EXIT DISTANCE EXIT NCET' EXIT 10-86' OCC LOAD - 94 EXIT 2 EXIT 1 OCC LOAD - 94 94 x 0.2 = 18.8" MIN REQUIRED 94 x 0.2 = 18.8" MIN REQUIRED D6TANCETO NSTANCEIG DISTANCEIO EXIT3-129' EXIT7-197'' EXIT J-182' 46"CLEAR PROVIDED 46'CLEAR PROVIDED DISTANCETO DISTANCETO DISTANCETO 4070 DOOR WITH PANIC BAR 4070 DOOR WITH PANIC BAR COMMON PATH EXIT 4-141' EXIT 4-179 COMMON EL-42' DISTANCE TO DISTANCETO COMMONPATH COMMON PATH ARCHITECTURE PLUS INC. OF TRAVEL -31T OF TRAVEL -12' 4335-B NORTH STAR WAY MODESTO, CA 95356 PROPOSED GROUND FLOOR PLAN ph.209.577'4661 SCALE: 3/a2"=r-0° -- NORTH fx. 209.577.0213 www.apiarc.com ROOMNAME SQUARE LOAD OCC. EXITSREQ FEET FACTOR LOAD MAIN LEVEL OCCUPANT LOAD LOBBY 468 15 31 1 RECEPTION 218 100 2 1 LOUNGE 930 15 62 2 OFFICE 89 100 1 1 OFFICE 89 100 1 1 OFFICE 190 100 2 1 OCC LOAD - 68 EXIT 11 OFFICE 88 100 1 1 68 x 0.2 = 13.6" MIN REQUIRED OFFICE 88 100 1 1 34' CLEAR PROVIDED HYDRO MASSAGE 99 100 1 1 MASSAGE 105 100 1 1 3070 DOOR WITH PANIC BAR TANNING 80 100 I 1 TANNING 82 100 I 1 i— 1 I— L r_---_ CHECK -IN 133 15 9 1 UTTLE KIDS 1046 35 30 1 INFANTS 59 35 2 1 `^ol BIG KIDS 917 35 26 1 GROUP EX 2970 50 59 2 CARDIO 4036 50 81 2 r FREE WEIGHTS 2645 50 53 2 SELECTORIZED 1069 50 21 1 GROUP PT 1657 50 33 1 OCC LOAD - 45 LAUNDRY 205 100 2 1 TO EXIT 7 STAFF 131 100 I 1 L CIRCUIT MEN'S LOCKER 691 50 14 1 WOMEN'S LOCKER 785 50 16 1 GROUP PT — — — — _ — ~ _ _ _ _ I — _ _ SHAPES — _ — STEAM 128 50 3 1 r SAUNA 125 50 3 1 POOL AND SPA MIS 50 47 1 r POOL DECK 2087 15 .92 ISPT 4591 9 1 MAIN LEVEL SUBTOTAL 23997 651 L _ ACCESSORY AREAS RESTROOM 64 L L J D DISTANCEiO STORAGE 217 300 I 1 it Exrt 11 -96' A/V ROOM 18 DISTANCE io Exe)-237 I MEN'S SHOWER AREA 31 2 MEWS TOILET AREA 311 DISTANCETO WOMEN'S SHOWER AREA 313 COMMON PATH — J WOMEN'S TOILET AREA 349 L r OFTRAVEL-)I' ELECTRICAL 147 STEAM EQUIPMENT 20 300 0 GROUP CYCLING AQUA STORAGE 22 FAMILY RESTROOM 89 WATER HEATER 91 GENERAL CIRCULATION 4092 50 82 STRUCTURE AND MISC. 1702 r MAIN ACC. SUBTOTAL 7747 83 I _ MAIN LEVEL TOTAL 31744 734 3 UPPER LEVEL OCCUPANT LOAD GROUP PT 979 50 20 1 L D DISTANCE To CIRCUIT 31 50 23 1 SHAPES 2183 50 44 1 GROUP CYCLING 1319 50 26 1 rSTRUCTURE L.-A AND MISC346 M4' I UPPER LEVEL SUBTOTAL 5958 112 — ACCESSORY AREAS L STORAGE 60 300 0 1 CIRCULA710N 141 50 0 1 r UPPER ACC. SUBTOTAL 74 0 UPPER LEVEL TOTAL 6032 113 2 — J ENTIRE BUILDING TOTALS 37776 847 3 L _ APPLICANT: R&R DEVELOPMENT COMPANY, LLC I 6 S. EL DORADO ST. 7TH FLOOR D 7 STOCKTON, CA. 95202 PROPOSED NEW FITNESS FACILITY EXHIBIT F: PROPOSED UPPER FLOOR PLAN 44125 JEFFERSON ST. LA QUINTA, CA. 92253 1 z z PREPARATION DATE: I I i I 01/15/16 L I I PLANNING ■ ■ ■ --- P-==14 —J ARCHITECTURE ■ ■ ■ L---J L---J L---J L---J api PLUS PROPOSED UPPER FLOOR PLAN 335-BTECTURE N0 NORTH STAR WAY MODESTO, CA 95356 SCALE: 3)32'= 1'Z' ph.209.577.4661 fx. 209.577.0213 NORTH W W W.apiorc.com h 41'-0" FINISH LEGEND PAINTED SPLIT FACE rPlIlTl IIIT FACE CONCRETE BLOCK - TYPICAL U.N.O. 36,-0„ i.O. ROOF LOCATION OF PROPOSED SIGNAGE III DUNN EDWARDS PAINT -BISCUIT: DES330 DUNN EDWARDS PAINT -MARBLE DUST; DEBT 56 III DUNN EDWARDS-RATTAN BASKET; DE6201 +29'S" APET 4 T.O. PAR CONCRETE BLOCK- PAINTED PRECISION TYPICAL U.N.O. CONCRETE BLOCK PAINTED PRECISION CONCRETE BLOCK PAINTED PRECISION CONCRETE BLOCK q O LOCATION OF PROPOSED SIGNAGE (— — —1 HEALTH LU B +29' 6" h T.O. WALL -7 PAINTED CEMENT PLASEft SNERWIN WILLIAMS-IN-SHAPE BLUE; VCC-12-005 MATCH I� ANODIZED ALUMINUM -BRONZE GLAZING ny i�oco +�.-2. -------- — — � T.O.WALL WALL MOUNTED LIGHT 13'-4"'W Xl'-0"H.PAINTED � 1 1 7A NTED METAL A L----J PAINTED METAL AWNING ® STOrvEVENEER-ELDORADO STONE; FOR ROCK -LA QUINTA PAINTED CEMENT PLASTER ® FIXTURE, 130"A.F.F. METAL AWNING-iYPICALOF6 ® +18'-0" SOFFIT � PDOWDER COATED METAL AWNING- MATCH- MARBLE DUST; WALL MOUNTED LIGHT _ ® �❑ FIXTURE, 13'-0" A.F.F. +1 + 14'4Y'POW B.O. AWNING ER COATED METAL AWNING -MATCH ALUMINUM ® STOREFRONT (BRONZE] B.O.2'AWNIN6"G ❑❑❑ ❑❑ ® ❑❑❑ ❑❑ ROOF TILE - EAGLE ROOFING:SAN FERNANDO-2203 MALIBt1 O�O O�O �OO �OO 4 �❑ ❑ ❑ � iIIOp��OIO ❑ ❑ �❑ q - PRE CAST CONCRETE CAP -MATCH, MARBLE DUST, DE6156. _ ❑❑❑ ._ .. ❑ ❑-- '��❑❑' _ _ _ IJu❑ _ ❑❑❑--❑ — _ ❑ : - ❑ ❑,: --- _F _ PIP. ANODIZED ALUMINUM STOREFRONT DOOR 12'-10" 6'-2' 12-1TY' S'-T' 12-10" 15'-2" 12'-ld" 5'-2" ANODIZED ALUMINUM STOREFRONTSYSTEM 11'_2 MAIN ENTRANCE- ANODIZED ALUMINUM STOREFRONTSYSTEM 20'-10" d'S" I1'-6" 1•-6" GENERAL NOTES SCREENING OF ROOF MOUNTED MECHANICAL EQUIPMENT WILL BE PROVIDED IN ACCORDANCE WITH TIRE 9, SECTION 9.100.150. PROPOSED SOUTH ELEVATION SCALE I /8' =1'-0' IZS'-2" T.O. ROOFROOF T.O..O. R ' ROOF APPLICANT: PAINTEDPRECOION CONCRETE BLOCK PAINTED PRECISION CONCRETE BLOCK CNCFTESCREEN- R&R DEVELOPMENT COMPANY, LLC PAINTED SPUTFACE 35''" 6 S. EL DORADO ST. 7TH FLOOR CONCRETEBLOCK- iYPICAI U.N.O. PAINTED PRECISION LOCATION OFPROPOSED SIGNAGE CONCRETEBLOCK PAINTED PRECIS PAINTED SPLIT FACE CONCRETE BLOCK CONCRETE BLOCK- TYPICAL U.N.O. PAINTED DECORATIVEMETAL ® TYPICAL OF 2 STOCKTON, CA. 95202 ��h +29'�" T.O. WALLWALL +29'6" T.O. PARAPET PAINTED CEMENT PLASTER PRO POSED N E W LOCATION OF PROPOSED SIGNAGE /� .-® .. y��R^may EA L H (`A_ LU B� ® I FITNESS FACILITY PAINTED CEMENT PLASTER 1L0001 L , Y ,: • �T° J PA�EDMEA `; EXHIBIT Gi: PROPOSED + 18'-0'2Z ® m ® A 0" N % 1' WIT. PAINTED METAL AWNING-TYPICALOF4 'LOUVER :. - EXTERIOR ELEVATIONS SOFFIT ❑❑❑ - ® TFI, I I, ,T WA L MOUNTED LIGHT SOFFIT 4•"' FIXTURE.13'-D'A'F.F. 44125 JEFFERSON ST. e.O.AWNING 0-. Q + 12'6" 12'-0"X1'-D"PAINTED METALAWNINGN ❑❑ ❑ ❑ ❑ 12'-B %i 0 PAINTED METAL ❑� -.°.AWNING LA QUINTA, CA. 92253 AWNING PREPARATION DATE: J O1/15/16 - ❑ ❑❑ ❑ Q PLANNING ■ ■ ■ F.° F:°o ARCHITECTURE ■ ■ ■ MAIN ENTRANCE- ANODIZED ALUMINUM STOREFRONT SYSTEM 6ii-6 ANODIZED STOREFRONT ALUMINUM SYSTEM F-11 8d B36 4611{4'6 api PROPOSED EAST ELEVATION PLUS ECTURE 335-BTN0 NORTH STAR WAY MODESTO, CA 95356 ph.209.57714661 fx. 209.577.0213 —.apiorc.com 4 i.0. ROOF PAINTED METAL LOUVER � SOFFIT WALL MOUNTED LIGHT FIXTURE, 13'-0" A.F.F. IF DOOR ® PAINTED'PECISION PAINTED SPLIT FACE CONCRETE BLOCK CONCRETE BLOCK- PAINTED PRECISION TYPICAL U.N.O. CONCRETE BLACK 16 I XI L�+ P TE wN N.� it I PCALo'a ===F ==F DODO �LIEIEI C PROPOSED NORTH ELEVATION SCALE: 1 /8" = 1'-0" PAINTED SPLIT FACE CONCRETE BLOCK --® TYPICAL U.N.O. T.O. PARAPET lz IrF+18'0" PAINTED PRECISION PAINTED PRECISION CONCRETE BLOCK CONCRETE BLOCK PAINTED SPLIT FACE — PAINTED PRECISION CONCRETE BLOCK PAINTED DECORATIVE METAL LANDSCAPE SCREEN CONCRFIE BLOCK--V TYPICAL U.N.O. NSIi.O.PARAPET h +29'-6" FINISH LE/,END fl III DUNN EDWARDS PAINT -BISCUIT; DE533U L NNC TYPC.A_OF2 DUNN EDWARDS PAINT- MARBLE DUST; DE6156 1�1❑: DUNN EDWARDS- RATTAN BASKET; DE6201 6 ❑❑ PAINTED CEMENT PLASTER A +18'-0" M SHERWIN WILLIAMS-IN-SHAPE BLUE;VCC-I2-0OS MATCH 1 T.O. WALL ANODIZEDALUMINUM-BRONZE �❑ fl _ L—� LIZ i:O. W TLO_ WALL " ® GLAZING STOrvEVENEER-ELDORADO STONE; TOP ROCK -LA QUINTA POWDCOATED METAL AWNING-MATCH_MARBLE DUST: ❑❑q:1E11#CE ❑❑❑ _ _ _ H AER POWDER COATED METAL AWNING -MATCLUMINUM ® STOREFRONT (BRONZE] .. Ram FE � F.OE F. ANODIZE SiOREFRO ALUMINUM iIXJOR �� III ROOF TILE - EAGLE ROOFING:SAN FERNANDO-2203 MALIBU PRE CAST CONCRETE CAP- MATCH, MARBLE DUST; DE6156. PAINTED SPLIT FACE D PRECISION CONCRETE BLOCK- PAINTED PRECISION RETE BLOCK TYPICAL U.N..O. 444 CONCRETE BLOCK METAL LNG PA niF�D ❑❑ PAINTED TYPICAL OF2 I AW-iV-(A103 ANODIZED ALUMINUM STORERONTSYSTEM 0 000 F-71 �IITI ANODIZED ALUMINUM PROPOSED WEST ELEVATION SCALE: I /3" = 1'-0" L —PAINTED PRECISION CONCRETE BLOCK I III I` SQUARE STEEL PICKETS, POWDER POOL ENCLOSURE WALL EQ. ALONG WALL 42(F-0"MAX,) PAINTED SPLIT FACE CONCRETE BLOCK- iVPICAL U.N.O. L/ +29'-c T.O: PARAPET C. +C. W i.WALL EXPANSION JOINT -TYPICAL WALL MOUNTED LIGHT FIXTURE. 13'4-A.F.F. PAINTED CEMENT PLASTER .. +U•. F.P. CMU BLOCK WALL WITH SMOOTH PLASTER FINISH. PAINT TO MATCH ARCHITECTURE, GENERAL NOTES SCREENING OF ROOF MOUNTED MECHANICAL EQUIPMENT WILL BE PROVIDED IN ACCORDANCE WITH TIRE 9, SECTION 9JW.150. APPLICANT: R&R DEVELOPMENT COMPANY, LLC 6 S. EL DORADO ST. 7TH FLOOR STOCKTON, CA. 95202 PROPOSED NEW FITNESS FACILITY EXHIBIT G2: PROPOSED EXTERIOR ELEVATIONS 44125 JEFFERSON ST. LA QUINTA, CA. 92253 PREPARATION DATE: 01/15/16 PLANNING ■ ■ ■ ARCHITECTURE ■ ■ ■ api ARCHITECTURE PLUS INC. 4335-B NORTH STAR WAY MODESTO, CA 95356 ph.209.577'4661 fx. 209.577.0213 —.apiorc.com F-1 � 'UrvH EOWAYHS F—t cm Oust: OFAI5 ® Do-E .ws UTT—L.UkT: wl l ® [Icov.nosrp� ipR ApCcLA (71s+ia, ® SXER11bl WIWM13 �IN.SMM!!LUl: Wes• I T{RN quid ® UGLE MOPING: -=m Lw GENERAL NOTES I. COLORS INDICATED ON THIS DRAWING ARE APPROXIMATE AND WILL VARY DEPENDING ON PRINTER/MONITOR SOURCE, REFER TO COLORS AND MATERIALS BOARD FOR TRUE REPRESENTATION OF ALL PROPOSED FINISHES, 2. ALL LANDSCAPING INDICATED ON THIS DRAWING IS DIAGRAMMATIC AND INTENDED ONLY TO CONVEY A SENSE OF GENERAL LANDSCAPED AREAS. REFER TO LANDSCAPE PLANS FOR PROPOSED LANDSCAPING: APPLICANT: R&R DEVELOPMENT COMPANY, LLC 6 S. EL DORADO ST. 7TH FLOOR STOCKTON, CA. 95202 PROPOSED NEW FITNESS FACILITY EXHIBIT H1: COLOR/MATERIAL BOARD 44125 JEFFERSON ST. LA QUINTA, CA. 92253 PREPARATION DATE: 01/15/16 PLANNING ■ ■ ■ ARCHITECTURE ■ ■ ■ ■ ■ api ARCHITECTURE PLUS INC. 4335-B NORTH STAR WAY MODESTO, CA 95356 ph. 209.577.4661 fx. 209.577.0213 w w.apiarc.com GENERAL NOTES I. COLORS INDICATED ON THIS DRAWING ARE APPROXIMATE AND WILL VARY DEPENDING ON PRINTER/MONITOR SOURCE. REFER TO COLORS AND MATERIALS BOARD FOR TRUE REPRESENTATION OF ALL PROPOSED FINISHES, 2, ALL LANDSCAPING INDICATED ON THIS DRAWING IS DIAGRAMMATIC AND INTENDED ONLY TO CONVEY A SENSE OF GENERAL LANDSCAPED AREAS. REFER TO LANDSCAPE PLANS FOR PROPOSED LANDSCAPING. IIII� OLINJ fb�wRkD3 Vnwl ® W EGw" Y/Wr. ® DWIN FIYkn101• ® SXERNaJ InWnuS .IH.SHR/@bLiK: ISCUIi: LtAm mRRNf LUSr: GEM S/ UTT..l-WT; D6=I ,CC.124W—Tr 0 0 m I� nrradt[O nIUF//+Ult ® GLRCe+G ® ^�,o�•R, srpuE: ® L'w eacawG: leoNn ipe xpCc Ln GI}rtR SRN FEm+RrAo: •t2o9.wRulu APPLICANT: R&R DEVELOPMENT COMPANY, LLC 6 S. EL DORADO ST. 7TH FLOOR STOCKTON, CA. 95202 PROPOSED NEW FITNESS FACILITY EXHIBIT H2: STREET VIEW 44125 JEFFERSON ST. LA QUINTA, CA. 92253 PREPARATION DATE: 01/15/16 PLANNINGENE ARCHITECTURE ■ ■ ■ api ARCHITECTURE PLUS INC. 4335-13 NORTH STAR WAY MODESTO, CA 95356 ph.209.577'4661 fx. 209.577.0213 M .apiarc.com TW�t 4 4Qgmrw 1.114:Ia9X4ill:7_1W_1►117W_11!111.�r_1JIzrevJ:kTJ1:kTTA:10T1R11 DATE: APRIL 6, 2016 1:I1_T :81,0Ju1.14 �19411:kT/:1X9190140129:1:7u110111 167KIIIIII61 APPLICANT: CHANDI GROUP, USA PROPERTY OWNER: UHC 00217 LA QUINTA, L.P. REQUEST: CONSIDERATION OF SITE, ARCHITECTURE AND LANDSCAPE PLANS FOR WASHINGTON 50, A 52,000 SQUARE FOOT COMMERCIAL DEVELOPMENT PROPOSING A 6,000 SQUARE FOOT GAS STATION WITH CONVENIENCE STORE/DELI AND 4,000 SQUARE FOOT CAR WASH FACILITY, A 3,000 SQUARE FOOT DRIVE THROUGH RESTAURANT, A 3,000 SQUARE FOOT STAND-ALONE RESTAURANT, AND TWO OFFICE/RETAIL BUILDINGS OF 18,000 SQUARE FOOT EACH LOCATION: SOUTHEAST CORNER OF WASHINGTON STREET AND AVENUE 50 EXECUTIVE SUMMARY The construction of a 52,000 square foot commercial project is proposed on the vacant southeast corner of Washington Street and Avenue 50 (Attachment 1). The applicant has made modifications to the site and architectural design since the Architectural and Landscaping Review Board (ALRB) reviewed the project on December 16, 2015. The modifications include removal of the drive -through lane from the southerly restaurant pad and the consolidation of the car wash and the convenience store/deli into one building. The proposed buildings and site design generally comply with the development standards and design guidelines of the La Quinta General Plan and the Municipal Code. BACKGROUND The project site consists of 7.63 unimproved acres at the southeast corner of Washington Street and Avenue 50. The property was previously entitled as part of the La Paloma assisted care facility, but was removed from that plan under a Specific Plan and Site Development permit amendment approved by the City in 2011. Page 1 of 5 PROPOSAL and ANALYSIS Overview: Washington 50 is a proposed commercial mixed -use project with retail, restaurant and office uses on a 7.63-acre site, located at the southeast corner of Washington Street and Avenue 50 (Attachment 2). The proposal includes the following: ✓ 10,000 square foot ARCO AM/PM convenience store with delicatessen (6,000 square feet) and car wash (4,000 square feet) ✓ 3,000 square feet of drive -through fast food restaurant space ✓ 3,000 square feet each for two stand-alone fast food restaurants ✓ 36,000 square feet of commercial retail/office space on two pads (18,000 square feet each) The plan provides for 274 parking stalls and an additional 11 stalls along the east side of the car wash structure for the vacuuming area. The 7.63-acre project site is generally triangular and bounded by Washington Street, Avenue 50 and the La Quinta Evacuation Channel. To the north, across Avenue 50, is a vacant site approved for the La Paloma assisted care living facility. To the southeast, across the Coachella Valley Water District (CVWD) channel, are existing homes (La Quinta Fairways) and to the west, across Washington Street, are existing residential neighborhoods (Montero Estates and Duna La Quinta). Site Design: The original project site plan placed the ARCO AM/PM and car wash facility (Buildings 1 and 2) near the intersection of Washington and Avenue 50, with the two drive - through restaurant pads (Buildings 3 and 4) located along Washington Street (Attachment 3). The applicant proposes modifications to the site plan, which includes consolidation of the car wash facility to the rear of the ARCO AM/PM building (Attachment 4). The applicant also proposes removal of the drive -through lane from restaurant building 4. The two retail/office buildings (Buildings 5 and 6) are sited along the CVWD drainage channel (Attachment 3, Sheet A0.1). The remainder of the site is designed for parking and pedestrian access. The site will accommodate drainage requirements through an underground retention and pipe system, utilizing the drainage channel. Two access points are provided, one each on Washington Street and Avenue 50. These will not be signalized, and turn movements will be limited. The ARCO AM/PM, car wash and drive -through uses are located in compartmentalized areas away from main drive aisles. Pedestrian access is provided from both Washington Street and Avenue 50 into the site, as well as within the project area. The project requires 265 spaces and 274 spaces are provided, plus 11 spaces along the car wash building for drying/vacuum use. Bicycle parking will need to be provided per the requirements of the Municipal Code, for the restaurant and office uses. Page 2 of 5 Commercial trash enclosures are proposed for the building areas and the final enclosure placement and design will be reviewed during the building permit review process. The previous site plan identified the trash enclosure to the rear of the ARCO AM/PM building oriented towards Avenue 50. The applicant has modified the trash enclosure location so that the openings are oriented away from Avenue 50. Trash and recyclable material receptacles and enclosures shall be required as set forth under Section 9.100.200 of the Municipal Code. The proposed on -site lighting is generally consistent with the City's outdoor lighting requirements (Attachment 4, Sheet A0.2). Lighting of the site is accomplished by pole mounted lighting placed throughout the parking areas, to be illuminated with partially -shielded light -emitting diode (LED) lighting in a modern decorative -style fixture at a 20-foot pole height. The photometric plan shows an average of 1.7 foot- candles, the proposed lighting is within the allowable 1 to 2 foot-candle illumination level of the Municipal Code. Staff has some concern about the site lighting as of this report, due to concerns recently being expressed by surrounding residential areas. Additional information on the under canopy lighting will be needed prior to Planning Commission review. Site lighting levels are primarily within the review function of the Planning Commission. Architectural Design: The building designs reflect a contemporary architectural theme, similar to many of the recent commercial building approvals in the City (Attachment 4, Sheets A1.1 - A5.2). Architectural elements include the use of tower features with copper metal roofs (pitched and flat), metal parapet roof coping, textured and painted stucco with stone accent walls, and a subdued earth -tone color palette. All five buildings reflect a similar design and color treatment, though the car wash structure and gas canopy do not incorporate tower elements. Staff has no concerns with the architectural aspects of the proposal. Roof heights vary depending on the buildings; Buildings 1 - 4, which include the ARCO AM/PM store, car wash and the two drive -through buildings, incorporate a main flat roof parapet line at 19.0 feet in height; the fueling area canopy is shown at 18.5 feet high. The table below calls out the height statistics for each building: BLDG 1 BLDG 2 BLDG 3 BLDG 4 BLDG 5and6 Main roof 19' 0" 19' 0" 19' 0" 19' 0" 30' 6" End tower(s) 26' 6" N/A 28' 6" 26' 6" 40' 0" Main tower 32' 2" N/A 22' 0" 22' 0" 40' 0" Buildings 5 and 6 (two-story retail/office) provide the most variation in roofline and architectural projection. Heights vary between 30.5 feet along the main ridge line, to Page 3 of 5 40.0 feet for the tower features at the main building entrance and interior end locations (Attachment 4, Sheet A5.2). The applicant has requested a rezoning of the site from Medium Density Residential (RM) to Community Commercial (CC), which allows a 40 foot height limit compared to 28 feet for RM zoning. The site is subject to a height restriction of 22 feet and a one- story building for all structures within 150 feet of Washington Street and Avenue 50. The height restriction affects the ARCO AM/PM Building 1 and the drive -through Buildings 3 and 4. However, the Municipal Code allows architectural features not containing usable floor space, such as towers, gables and spires, to extend 15 feet above the maximum structure height if approved as part of a Site Development Permit (SDP). The Municipal Code requires that the aggregate floor or "footprint" area not exceed 10% of the overall floor area of the structure. The tower elements, subject to this limitation, do meet this requirement and are able to extend up to 37 feet. As none of the affected tower features exceed 37 feet, they can be approved as part of the SDP process. As the site is vacant, there will be some visual impact on the existing La Quinta Fairways residential development to the southeast, across the CVWD channel from the site. The rear elevations of the two-story office/retail building face toward these residences. There is a berm proposed along this area, and several palm trees will be sited along the channel line behind the two buildings. However, staff recommends a minimum five-foot block wall with El Dorado stone finish be provided compatible with the proposed project. The wall will help screen the rear man doors and back of house activities associated with the ground floor retail uses along the rear elevations. Landscaping: Landscaping throughout the project site consists of primarily desert and other low to moderate water use plants (Attachment 4, Sheet L-1.0 - L2.0). The proposed tree palette includes Date Palms, Palo Verde, Chilean Mesquite and Desert Willow. The shrub palette includes Agave species, Ocotillo, Red Yucca, Lantana, and Bougainvillea, among others. The landscape concept does not propose any turf. The perimeter areas along Washington Street and Avenue 50 are proposed to be landscaped with numerous trees, shrubs, and groundcover (24-inch box trees; minimum five -gallon shrubs/groundcover). A condition of approval is provided to require final landscape plans to comply with the City Municipal Code requirements, relating to screening of the parking areas, gas station facilities and drive through uses along perimeter street boundaries. The pedestrian access points into the project are provided at strategic locations along Washington Street and Avenue 50 in order to allow pedestrians into the center without disturbing the landscaping. The assorted species of plants add character to the proposed development and provide sufficient screening and accents around the vehicular and pedestrian circulation areas. The planted areas proposed around the buildings provide visual Page 4of5 relief, as well as pedestrian -friendly amenities. The perimeter and parking lot landscaping will adequately screen the parking areas from adjacent streets, while providing visual and shade relief within the parking lot. Staff has included the standard condition to require all trees to be minimum 36-inch box size, and further recommends that the following conditions be incorporated: • A minimum 48-inch box equivalent for all trees in the Washington Street and Avenue 50 perimeter parkways, and along the CVWD channel; and, • A minimum brown trunk height of 18 feet for Date Palms. RECOMMENDATION Recommend approval of Site Development Permit 2015-0005, including attached conditions of approval, to the Planning Commission. Report prepared by: Gabriel Perez, Planning Manager Attachments: 1. Project Information 2. Project Area Site Map 3. Original vs. Modified Plan Comparison 4. Washington 50 Site Development Permit Modified Plan Set Page 5 of 5 ARCHITECTURAL AND LANDSCAPING REVIEW BOARD CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2015-0005 WASHINGTON 50 - CHANDI GROUP USA APRIL 6, 2016 PAGE 1 of 2 LANDSCAPE AND IRRIGATION 1. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) and 13.24.140 (Landscaping Plans). All landscape and irrigation plans shall be signed and stamped by a licensed landscape architect. 2. All new landscape areas shall have landscaping and permanent irrigation improvements in compliance with the City's Water Efficient Landscape regulations contained in LQMC Section 8.13 (Water Efficient Landscape). 3. The applicant shall submit final landscape plans for review, processing and approval to the Design and Development Department, in accordance with the Final Landscape Plan application process. Design and Development Director/City Engineer approval of the final landscape plans is required prior to issuance of the first building permit unless the Director determines extenuating circumstances exist which justify an alternative processing schedule. NOTE: Plans are not approved for construction until signed by the appropriate City official, including the Design and Development Director/City Engineer. Prior to final approval of the installation of landscaping, the Landscape Architect of record shall provide the Design and Development Department a letter stating he/she has personally inspected the installation and that it conforms with the final landscaping plans as approved by the City. If staff determines during final landscaping inspection that adjustments are required in order to meet the intent of the Planning Commission's approval, the Design and Development Director/City Engineer shall review and approve any such revisions to the landscape plan. 4. All landscaping shall consist of, at minimum, 36-inch box trees (i.e., a minimum 2.5 inch caliper measured three feet up from grade level after planting), 5-gallon shrubs, and groundcover. Double lodge poles (two-inch diameter) shall be used to brace and stake trees. 5. A minimum 48-inch box equivalent for all trees in the Washington Street and Avenue 50 perimeter parkways, and along the CVWD channel, shall be provided. All Date Palm trees shall be installed at a minimum 18-foot brown trunk height (BTH). 6. A minimum five-foot high block wall shall be provided along the project frontage at the CVWD channel. The wall shall incorporate the El Dorado stone finish used throughout the project to retain a consistent appearance. 7. Screening of parking areas, drive through and gas station uses shall be provided in accordance with the applicable sections of the La Quinta Municipal Code. ARCHITECTURAL AND LANDSCAPING REVIEW BOARD CONDITIONS OF APPROVAL - RECOMMENDED SITE DEVELOPMENT PERMIT 2015-0005 WASHINGTON 50 - CHANDI GROUP USA APRIL 6, 2016 PAGE 2 of 2 8. Replace 24-inch box trees with 48-inch box trees and Date Palms should be a minimum brown trunk height of 18 feet. 9. Final landscaping plan to address screening of potential lighting impacts and the entire wall along the channel. 10. Extend the recommended block wall for entire length of the project frontage along the CVWD channel (south and east). 11. Provide for additional trash enclosure/capacity as necessary. 12. Wooden architectural elements (trim, trellises, fascia, etc.) to be replaced with a suitable, more durable material. ATTACHMENT 1 Proiect Information CASE NUMBER: SITE DEVELOPMENT PERMIT 2015-0005 APPLICANT: CHANDI GROUP, USA PROPERTY OWNER: UHC 00217 LA QUINTA LANDSCAPE ARCHITECT: SOTELO LANDSCAPE ARCHITECTS ENGINEER: COMMERCIAL DEVELOPMENT RESOURCES REQUEST: CONSIDERATION OF SITE, ARCHITECTURE AND LANDSCPAE PLANS FOR A 52,000 SQUARE FOOT COMMERCIAL DEVELOPMENT ON APPROXIMATELY 7.6 ACRES, PROPOSING A 6,000 S.F. GAS STATION WITH CONVENIENCE STORE/DELI AND 4,000 S.F. CAR WASH FACILITY, TWO 3,000 S.F. DRIVE THROUGH RESTAURANT PADS, AND TWO OFFICE RETAIL/BUILDINGS OF 18,000 S.F. EACH LOCATION: SOUTHEAST CORNER OF ADAMS STREET AND AUTO CENTRE DRIVE GENERAL PLAN DESIGNATION: MEDIUM/HIGH DENSITY RESIDENTIAL (EXISTING) GENERAL COMMERCIAL (PROPOSED) ZONING DESIGNATION: MEDIUM DENSITY RESIDENTIAL (EXISTING) COMMUNITY COMMERCIAL (PROPOSED) SURROUNDING ZONING/LAND USES: NORTH: MEDIUM DENSITY RESIDENTIAL VACANT (LA PALOMA PROJECT) SOUTH: FLOODPLAIN CVWD EVAC CHANNEL/GOLF COURSE EAST: FLOODPLAIN CVWD EVAC CHANNEL/GOLF COURSE WEST: MEDIUM DENSITY RESIDENTIAL EXISTING RESIDENTIAL (DUNA LA QUINTA) ATTACHMENT 2 WASHINGTON 50 COMMERCIAL PROJECT SITE SITE DEVELOPMENT PERMIT 2015-0005 Washington 50 - Chandi Group USA ATTACHMENT 3 Original Site Plan SITE PLAN MODIFICATIONS Modified Site Plan I g I �i a li eLos.z I I a I I I I 1 I L y I � 7 o rn I r Y � � � ••q eL�.a nEsr+u. l b I I � FI��ITTTTTT 15 3"T - WSRN61ANO t1S£MFLII[lM filOM � � - -- - /y -. OEM33LYRESIOE4RNL 4kv I I I I I - 'b� tsrFLacx �oF<a«L � % f � 9,Ofl0 SF OFFICE Ir r r r I ; III _ _ yp` �' REsrauRwxr /%j /� . I 3,iLO SF I n�s�-sss:e zd:.ar Y 25TORY EJIIilING /' f tsr FLnarz // /// 9,000 ,'.FI�TAIL AMA sF OFFICE IAfUIMPAE4ACLATION CHANNFl fJ �' s'+v BUILDING 1 AND 2 MODIFICATIONS (North Elevation) Original Proposal (Separate buildings) OOLCR: SM11 a LAIr k1 R.3nEFTdoN 441LWki. M-OR SWOO LAM Y CCLORSW M4 EGGOWH 1E AUMNLU Carer+ � WPLYL99 MU3Milat M -NM -- .,•'a:51=r.,:l'. rALLWA44—elm:E:L [ronal.}o SirA�E +m e�xrLaa :;=ore �• r .EmwdllAy� � - , +.fA 1: Gr. e91-J r.,WJR OX098WME9igME .. .. r..T CULCR: &-,k a LATrE MLCW3CUE4CAKLEDGEC 1T 5ALDIN6 I NORTH MEVAT I NORTH ELEVATION /j ..A, T•,.�. ,• -.:'.N FBI.:.:. Modified Proposal (Consolidated buildings) �p.[RGO�IEN 4NIECUE�uI ::� i1h9Y GNFl�wni CiA�]9:U' ]��i G WJ.EDOECN BUILDIN(55 I ANn 2 NORTH ELEVATION /� Building 1 and 2 Modifications (South Elevation) Original Proposal (Separate buildings) EUILGIN5 I xr14 ELE Ti r m f rr" SU LVIN& 2 Modified Proposal (Consolidated buildings) COOPER COLOR METAL ROOF MRR:SHEMM WILLWME COLOR: Cf]PPE9 9 TOP OFIOW¢R --- h 19-0' { f$ a f ❑ Aso MMEL DORDO STONE '-MFRGFERAIN'h'IWAMS MF�B4RADO STONE COLOR :CMJ)2J OAKLMGECUT COLOR: SW G364 EGGWHFrF COLOR:GOLOEN OAKLEDGECUT BUILDINGS I AND 2 50UTH ELEVATION o xnLd&"=I' ATTACH SITE DEVELOPMENT, ZONE CHANGE, GENERAL PLAN AMENDMENT, CONDITIONAL USE PERMIT AND TENTATIVE PARCEL MAP APPLICATION FOR: • la quinta, ca GENERAL NOTES LECSAL DESCRI PT 1 ON PROJECT n I RECTORY PROJECT = ,A7A SHEET N:7EX OWNER TITLE A. ALL WORK SHALL CONFORM TO THE 2013 EDITION OF THE CBC AND [,"u'✓'�IER CHANDI GROUP USA T1.0 TITLE SHEET ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE LAND IS SITUATED IN THE CITY OF LA QUINTA, COUNTY OF 42-270 SPECTRUM STREET, THE CITY OF LA QUINTA AND COUNTY OF RIVERSIDE RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS. INDIO, CA 92203 SITE B. IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT (760) 39fi-9260 ADA SITE PLAN IS PROVIDED. THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER SECTION A TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN D. SIGNS UNDER A SEPARATE PERMIT. GOVERNMENT BASE AND MERIDIAN, AS SHOWN BY UNITED STATES CIVIL GOVERNMENT SURVEY. APPLICANT MARKS ARCHITECTS INC F. 111 DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND -' RANCA 7 905HO O M RA SUITE F CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS EXCEPT THEREFROM THE WEST 30.00 FEET AND NORTH 30.00 FEET. o RANCHO MIRAGE CA C1.0 TENTATIVE PARCEL MAP CONTACT: GABRIELA MARKS C2.0 CONCEPTUAL GRADING PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR ALSO EXCEPT THEREFROM A PARCEL OF LAND LYING IN NORTH HALF HAND 1 GROUP PHONE: 760-610-5264 C2.1 CROSS SECTIONS TO STARTING WORK. OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF G. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE SECTION 6, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO - - USA -� �- LANDSCAPE ARCHITECT, IN WRITING, PRIOR TO INSTALLATION. BASEAND MEDIAN, DESCRIBED AS FOLLOWS: ADDRESS: SEC OF WASHINGTON ST. AND AVENUE 50 L1.0 PARTIAL LANDSCAPE CONCEPT PLAN H. LA QUINTA CA L1.1 PARTIAL LANDSCAPE CONCEPT PLAN RETAIN THE B VICE ENGINEER TO PROVIDE BEGINNING AT THE NORTHEAST CORNER OF SAID NORTH HALF; CHANDI GROUP USA OBSERVATION AND TESTING SERVICES DURING THE GRADING 42-270 SPECTRUM STREET, L1.2 PARTIAL LANDSCAPE CONCEPT PLAN THENCE SOUTH T A Oi FEET ALONG THE EAST LINE OF SAID NORTH INDIO, CA 92203 APN: 770-040-012 (INCLUDING UTILITY TRENCHES) AND FOUNDATION PHASE OF L2.1 LANDSCAPE NOTES HALF, 30.00 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE CONSTRUCTIONASREECTION EPOINTHE INCLUDING REPORT, TEL 760-396-9260 L2.2 IRRIGATION DETAILS ALL TESTING AND INSPECTION REPORTS, INCLUDING FINAL OF AVENUE 50, SAID POINT BEING THE TRUE POINT OF BEGINNING, SUMMATION LETTER, SHALL BE SUBMITTED TO THE BUILDING THENCE CONTINUING SOUTH 00` 0142'WEST ALONG SAID EAST LINE, LOTAREA: 332,436 SF/ 7.63 AC ARCHITECTURAL DEPARTMENT AND OWNER. G.C. SHALL CERTIFY PAD ELEVATION ADISTANCEOF628.93FEETTOTHE SOUTHEAST CORNER OF SAID AID BUILDING I AND 2 FLOOR PLAN PRIOR TO START OF FOUNDATION WORK. NORTH HALF, THENCE SOUTH 89° 59' 05" WEST ALONG THE SOUTH ARCHITECT EXISTING GENERAL PLAN LAND USE : MEDIUM HIGH DENSITY RESIDENTIAL AlBUILDING 1 AND 2 ELEVATIONS .1 I. SUBMIT PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE LINE OF SAID NORTH HALF, A DISTANCE OF 1.043.45 FEET TO A POINT Al I BUILDING 1 AND 2 ELEVATIONS PROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT ON A CURVE; THENCE NORTHEASTERLY ALONG AN ARC OF A CURVE, PROPOSED GENERAL PLAN LAND USE : GENERAL COMMERCIAL CONCAVE TO THE LEFT HAVING A RADIUS OF 2680 FEET THROUGH A MARKS ARCHITECTS INC A2.0 BUILDINGS 1 AND 2 ROOF PLAN IS NOT LIMITED TO ELECTRICAL MECHANIC PLUMBING FIRE AL EXISTING ZONING : MEDIUM DENSITY RESIDENTIAL RM 71905 HWY 111 SUITE F A2.1 GAS STATION CANOPY FLOOR PLAN AND ELEVATIONS CENTRAL ANGLE F 1fi° 22 " A DISTANCE OF 7fi6.05 FEET' THENCE ( ) SPRINKLER HOODERM T, ETC. OTHER RELATEDFIREPERMTS 0 39 C NORTH 83` 59' 33" EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE RANCHO MIRAGE CA PROPOSED ZONING: NEIGHBORHOOD COMMERCIAL CN OR COMMUNITY COMMERCIAL CC ENCROACHMENT PERMIT, ETC. MIGUEL'U UTILITY WILL PAY FOR ( ) ( 1 "CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. PAY FOR 1,138.47 FEET MORE OR LESS TO THE TRUE POINT OF BEGINNING. CONTACT: DANIEL MARKS A22 CAR WASH ENTRY CANOPY ELEVATION TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE ALSO EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE CITY marks PHONE: 760.610-5264 EXISTING OVERLAY : AFFORDABLE HOUSING A3.0 BUILDING 3 FLOOR PLAN AND ROOF PLAN WORK IN A TIMELY MANNER. OF LA QUINTA BY DEED RECORDED SEPTEMBER 10 1999 AS ^c CONTACT: GABRIELA MARKS All BUILDING 3 ELEVATIONS J. THESE DRAWINGS ARE FOR ENTITLEMENT PURPOSES AND NOT INSTRUMENT NO.40531 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, PHONE: 619-702-9448 PROPOSED MAX. HEIGHT 40 FEET/ 2 STORIES A40 BUILDING 4 FLOOR PLAN AND ROOF PLAN INTENDED FOR CONSTRUCTION CALIFORNIA. A4.1 BUILDING 4 ELEVATIONS CIVIL ENGINEER A5.0 BUILDINGS 5 AND 6 FLOOR PLANS ASA BUILDINGS 5 AND 5 ROOF PLANS A5.2 BUILDINGS 5 AND 6 ELEVATIONS 2.2 MICHELSON DRIVE, SUITE 100 PROPOSED BUILDING AREAS: CDR RVINE, CALIFORNIA 92612 RENDERED ELEVATIONS ...... 949-825-5222UV� � JVU Commvro�ai De.e as em Reeourcee BLDG BLDG, 1 BLDG, 2 BLDG3 BLDG.4 BLDG. 5 LDG.6 TOTAL: USE AMPM CAR WASH FAST FOOD RESTAURANT RETAIL OFFICE RETAIL OFFICE AREA 6,000 SF 4,000 SF 2,300 SF 3,700 SF 9,000 BE 9,000 SF 9,000 SF 9,000 BE 52000 SF STORIES 1 STORY 1 STORY 1STORY 1STORY 2 STORIES 2STORIES OCCUPANCY CLASSIFICATION M B A2 A2 B / M B/M AR1,0 BUILDING RENDERING ELEVATIONS AR2.0 BUILDING 2 RENDERING ELEVATIONS AR3.0 BUILDING 3 RENDERING ELEVATIONS AR4,0 BUILDING 4 RENDERING ELEVATIONS AR5.0 BUILDING 56 RENDERING ELEVATIONS LANDSCAPE ARCHITECT soteB1143 FOURTH AVE, I SAN DIEGO. CA 92103 fiIN fiSOTELO MZSC0.SCAPE .ARCHMC15 PHQnNFC fitT. ANNG�EI \/I/ IKII1r%/ 1A 151OL06157 DEVELOPMENT SUMMARY: Y I V lINI I I I ], -%I BARRETT'S BIOLOGICAL SURVEYS FORRESTER RD. EL CENTRO CA 760-352-4159 AREA SOFT. PERCENTAGE tsermuna ounes213, - '�. r, •. •1:1'r� : i..� _ n Nh41A 9�''" M - c _ S SITE AREA AFTER DEDICATIONS 332,436 310,381 100% BUILDING AREA 52,000 16.75% LANDSCAPE AREA 44,380 14.29% TRAFFIC, AND NOISE PARKING AREA 214,001 68.94% KUNZMANASSOCIATES INC. LOT COVERAGE 34,000 10,95% 1111 TOWN& COUNTRY ROAD, SUITE 34 ORANGE, CALIFORNIA 92868 CONTACT' CARL BALLARD, LEED GA PARKING REQUIRED: 265 SPACES * SEE SHEET AO.1 FOR PARKING CALCULATIONS Wells rl: r�in,r:ALt,s cruNi 0.Y nEE Indio TEL: (714) 973-8383 PARKING PROVIDED: 274 SPACES + 11 CAR WASH VACUUM SPACES OEOTECHN I GAL 1N�I _ Poets HAPE^Y y 9b w4i 111 POLO SCUARE2013 - m I w Highway 111 Awnue46 Highwaylll APPLICABLE CODES: 2013 CALIFORNIA FCODE 2013 CALIFORNIA FIRE CODE IRE COD CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA PLUMBING CODE PETRA GEOSCIENCES 42240 GREEN WAY, STE E PALM DESERT, CA 92211 CONTACT:ALAN PACE TEL: 760250.950.9747 Q - 2013 CALIFORNIA GREEN BLDG. CODE CULTURAL RESOURCES pAGor<n nE l�, rAr �r g TITLE 24 TIERRA ENVIRONMENTAL SERVICES n NNI. I,�LLI3 BE OF WASHINGTON ST. AND AVENUE 50 LA QUINTA CA •ICPoU Ou A� N1�K 111111.118 r nUe SAN BUSINESS PARK AVE. SUITE C 3ANTACT CA MICHAEL CONTACT. 5-9064 L G. BAKSH, PH TEL 858-575-9064 UTILITY PROVIDERS: WATER: COACHELLA VALLEY WATER DISTRICT (CVWD) SEWER'. CVWD GAS: THE GAS COMPANY ELECTRIC: IMPERIAL IRRIGATION DISTRICT (IID) TELEPHONE: VERIZON CABLE: TIME WARNER CABLE SCHOOL: DESERT SANDS UNIFIED OLINn LA Avenue 50 50 501h Ave G v. @Llkln = .Argue 3 - NKIUNIAIN VEW m 2 C UNIAY CLUB La Quinta rtr]RES 14 e,uar+-nr+4- A--52 O 2C I E ENT 4 marks architects architecture interior design retail restaurants space planning master planning leed accredited cusp 2643 fourth ave. son dlego ca 92103 619-702-9448 71905 hwy 111 #f rancho mirage ca 92270 760-610-5264 E ,.o ,.'o a 1p 1� gz E� s� ai h Na 5o U� Y a m� Ea U y p � R w Z rZ Cl W SED ARCiy Ua� �' C-26463 9-33- 17N z �carb certified www. maftarchitects. corn Job Number Sheet 71.0 l°t Y Ic I V V NOO.00'41 "E 12. N44°59'38"E 32f; —� a-• N89"59'48"E 10.00' it Vr 9 )ING � nT LA QUINTA EVACUATION CHANNEL 517E FLAN 5GALE: 1"=40'-0" 0' 20' 40' 60' 100, KE N07E5 O TRASH ENCLOSURE O ACCESSIBLE PARKING SPACE O3 VAN ACCESSIBLE PARKING SPACE O DRIVE-TRHOUGH TRELLIS 0 CONCRETE PAD FOR TRASH ENCLOSURE. © UNDERGROUND TANKS 7O OUTDOOR TABLEICHAIRS OB SHADE STRUCTURE 9O CLEAN AIR VEHICLE SPACE 10 DRIVE -THROUGH LANE 11 TRUCK TURNING RADIUS, TYPICAL CiD MONUMENTSIGN 13 TOW AWAY SIGN, SEE SIGN PROGRAM 14. NEW SIDEWALK CURB AND GUTTER 15 NEW WALKWAY i6 LANDSCAPED DIVIDER 17 LANDSCAPE SEE SHEET IT R CANOPY 19 CROSSWALK 20 ROAD WIDENING. SEE CIVIL PLANS 21 TRELLIS 22 STOP SIGN 23 ACCESSIBLE PATH OFTRAVEL. 24 EXISTING TRAFFIC LIGHT. 25 EXISTING STREET LIGHT. RELOCATE, 26 EXISTING POWER POLE TO REMAIN. 2] CAR WASH ENTRY CANOPY. SEE A2.2 28 CAR WASH VACCUM CANOPY. SEE A2.0 29 GAS STATION CANOPY 30 5' HIGH SCREENING WALL 31 5' HIGH RETAINING WALL EV LOFYENT SVWA 1 PARKIN& ANAL"Y5I5 PARKING PARKING BLDG, # USE AREA RATIO REQUIRED BLDG.1 AMPM 6,000 SF 1/250BE, 10 34 BLDG.2 CAR WASH 4,0005E 1/EMPLOYEE 5 BLDG.3 FAST FOOD 2,3005E 1/100 BF+2 25 BLDG.4 RESTAURANT 3,700SF 1/100 SF+2 39 BLDG.5 RETAIL 9,000 SF 1/200 SF 45 OFFICE 9,000 SF 1/250 BE 36 BLDG.6 RETAIL 9,000 BE 1/200 BE 45 OFFICE 9,000 BE 1/250 SF 36 PARKING REQUIRED 265SPACES PARKING PROVIDED [E SPACES PARKING PROVIDED STANDARD SPACES 239 SPACES COVERED SPACES 24 SPACES ACCESSIBLE SPACES 11 SPACES TOTAL PROVIDED 274 SPACES + 11 CAR WASH DRYING SPACES MR �_ Ia CHANDi Gpour GRAND GROUP USA 42-270 SPECTRUM STREET, INDIO, CA @2203 TEL 760-396-9260 marks architects architecture interior design retail restaurants space planning master planning leed accredited case 2643 fourth ave. son dlego ca 92103 619-702.9448 71905 hwy 111 #f rancho mirage cc 92270 760-610-5264 V o s� at Tn Q m �w 2 n Y � Ea (y w H- o z O o .aaaa i w SED ARC /Y C-26463 �� n 9-330-207N z s ncarb certified www. marksarchitects. com Job Number Sheet AO IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TENTATIVE PARCEL MAP NO. 37007 BEING A PORTION OF THE NORTH HALF OF THE NORTH EST QUARTER OF THE NORTHEAST QUARTER OF SECTION 6, TO NSHIP 6 SOUTH, RANGE 7 EAST BASED ON THE SAN BERNARDINO MERIDIAN PAR. MAP NO. 20862 P.M.B. 133/17-18 AVENUE 50 OWNER/APPLICANT CHANG GROUP, USA 422]0 SPECTRUM ST. STE A INDICT CAr 92203 CONTACT: THOMAS FREEMAN TEL 760,396.9260 AR('HITF('T MARKS ARCHITECTURE 71905 HWY. 111 SUITE F, RANCHO MIRAGE CA 92270 CONTACT', GABRIELA MARKS TEL 760-610-5264 PRELIMINARY TITLE REPORT FIRST AMERICAN TITLE COMPANY TITLE OFFICER: MATTHEW HOOKS 74770 HIGHWAY 111. SUITE 101 INDIAN WELLS, CA92210 TEL: 909.510.6207 -- REPORTDATE: APRIL6,2015 ORDER NUMBER: NCS-724313-ONT1 NB9°59'19'E V ° 0 N00°00'4VE a 7.00' 93 -- !. N44�58"E /�g6°115-.� - = �_ _ - _ _ _ _ _ _ - _ - _ N83- CVWD - N895919'E 41 N89'59'19E 29222' - -55"W 617.02' -- --___ APN 770-040-001 sa / - 10.00' dip- oz s / Ott 54830.B11' W Na9`5933 "E _ I 1 28.60' Mao 5633. 6 f% N51°26'OD"E 335.20' _ --- --- 23.1' 0 32.15' s4e n'1r'w _ 1 6.34' 100,0' 1 ♦ Cp 70.0' 30.Y I 1 2SAS PROPOSED CV r1 DEDICATION 1 CD 0') 1 CV ' ADJACENT LAND USES CIVIL ENGINEER COMMERCIAL DEVELOPMENT RESOURCES 2082 MICHELSON DRIVE #100 IRVINE, CA 92612 CONTACT. AARON ALBERTSON, P.E. TEL 949.825.5222 SURVEY COMMERCIAL DEVELOPMENT RESOURCES 2082 MICHELSON DRIVE #100 IRVINE, CA 92612 CONTACT', AARON ALBERTSON, P.E. TEL: 949,825.5222 SOILS ENGINEER PETRA GEOSCIENCES 42240 GREEN WAY, STE E PALM DESERT, CA 92211 CONTACT: ALAN PACE TEL: 7W 2502747 ADJACENT NORrH: MEDIUM DENSITY RESIDENTIAL(RMH). THIS PARCEL IS OWNED BY CVWD AND AN APPLICATION HAS BEEN FILED TO REZONE TO FLOOD PLAIN (FRI. NORTH SIDE OF AVENUE 50:) MEDIUM HIGH DENSITY RESIDENTIAL (RMH) EAST: FLOOD PLAIN (FP) SOUTH: MEDIUM DENSITY RESIDENTIAL(RM). THIS PARCEL IS OWNED BY CVWD AND AN APPLICATION HAS BEEN FILED TO REZONE TO FLOOD PLAIN (FP) OR OPEN SPACE (OS). WEST SIDE OF WASHINGTON: MEDIUM DENSITY RESIDENTIAL(RM) AND GOLF COURSE (GC) UTILITY PROVIDERS WATER: COACHELLA VALLEY WATER DISTRICT (CVWD) SEWER: CVWD GAS: THE GAS COMPANY ELECTRIC: IMPERIAL IRRIGATION DISTRICT(IID) TELEPHONE: VERIZON CABLE: TIME WARNER CABLE SCHOOL: DESERT SANDS UNIFIED (.0 I , 1n.0' ♦ ZONING/LAND USE o m , -� PROPOSED MEANDERING PARCEL 1 N I PARCEL 2 / 1 SIDEWALK EASEMENT EXISTING GENERAL PLAN LAND USE: MEDIUM HIGH DENSITY RESIDENTIAL T LJJ a 117,805 SF / 2.70 AC (G) 132,197 SF / 3.03 AC (G) PROPOSEZ MINERAL PLAN LANp USE: MEDIUM DEOMMERESID EXISTING ZONING: MEDIUM DENSITY RESIDENTIAL (RM) Q 6 102,120 SF /2.34 AC N 1 130,314 SF/ 2.99 AC N ♦ PROPOSED ZONING: NEIGHBORHOODCOMMERCIAL(CN)ORCOMMUNITYCOMMERCIAL(CC) ( ) ( ) ♦ EXISTING OVERLAY: AFFORDABLE HOUSING LU Li..l NI NI wl zl Q� to z z 'S PAR. MAP NO. 20862 I ♦♦ / P.M.B. 133/17-18 0 ♦ PROJECT NOTES �R S41°00'45'E 30.48' ♦ \�� \\ 1, THOMAS BROTHERS COORDINATES: 2006 RIVERSIDE COUNTY (PAGE 849, GRID G-6), Z 1 1 of rrV��P\ / P� 2. PER FEMA MAP NO.06065C2241 G, EFFECTIVE DATE: AUGUST 28, 2008. PROPERTY IS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL I I y0� P CHANCE FLOODPLAIN. � /1 I N0032.00''E 32.00' / �� 3, NOT SUBJECT TO UQUEFACTION OR OTHER GEOLOGICAL HAZARDS, SAID PROPERTY IS NOT IN ANY SPECIAL STUDY ZONES. S42°22'54"W 1 12.89 ♦p �O 4. SETBACKS OF SLOPES TO PROPERTY LINES SHALL CONFORM TO LA QUINTA MUNICIPAL CODE REQUIREMENTS, AREAS WHERE GRADING N89°59'48"E 302.02' ♦ U Gj ISREQUIRED OUTSIDE THE PARCEL LIMITS WILL REQUIRE PERMISSION I I I �� / OG FROM ADJOING PROPERTY OWNER. 00°0012'E ��Q a0 5. THIS PROJECT IS LOCATED IN THE LA PALOMA SPECIFIC PLAN, SP 32.00' ♦�O ♦ �� ,O 04-071 ♦ ♦ 6. NO EXISTING STRUCTURES ARE LOCATED ONSTE Q P 46 ♦ I ♦ PARCEL 3 p6PP `L� / (�� 7. 7FUTURE BUILDINGS ONSITE A. 10 GAS PUMP ISLAND CONVIENT STORE I '--N740'11ECE ♦p�, ♦ '` B. AUTOMATED CAR WASH I i 30.51' 41,938 SF / 0.96 AC (G) ♦ ♦ �� C. 2- QUICK SERVICE RESTAURANTS WITH DRIVE THRU D. 2 - 2 STORY MIXED USE OFFICE, RETAIL, AND RESTAURANT p6' 38,560 SF / 0.88 AC (N) / / �� 9. GASOLINE WILL BE STORED IN UNDERGROUND TANKS ASSESSORS PARCEL NUMBERS 10, THERE ARE NOKNOWN WELLS ONPROPERTY ORWITH 2O0'OF I IM ♦ I 4-�Q� 0040012 SUBJECT PROPERTY. I III°' N00°00'11"E �♦ ��/ 11. NO SUBSURFACE SEPTIC FACILITIES ARE PROPOSED. N ol1 4s.ss' ti ♦ P� CS) LIJ Igo ♦ CJ� I •If` N89'5948"E 22452�. z / N O I N N000011"E 6.49' 7' C\l ZfjK / mC�TLfj 23.15' OP RQ POSED DEDICATION I 1 N89°59'48E " 924' 9j 5o 0' 10F_PR I POSEDMEANDERINGPARCEL4 WALK Ir EASEMENT 40,496 SF / 0.93 AC (G) ♦ 0 I 59 �1 36,340 SF / 0.83 AC (N) ♦ �° I I s 00 do AVENUE 50 AVENUE 48 AVENUE 50 A! o 3 w o AVENUE 523 �P V G 12, ALL SLOPES ARE AT A MAXIMUM OF 3:1 RATIO 13, ALL OF THE DRAINAGE FACILITIES WITHIN THE PROJECT SITE ARE ROUTED THROUGH DRY WELLS AND ABOVE GROUND AND/OR SWE UNDERGROUND PERCOLATION FACILITIES FOR WATER QUALITY TREATMENT AND RETENTION AND REMOVAL OF 100%OF THE PROJECT 100-YEAR STORM RUN-OFF ONSITE. 14, TOTAL NUMBER OF LOTS', 4 BUILDABLE LOTS'. 4 NON -BUILDABLE LOTS'. 0 TOTAL GROSS ACREAGE'. 332,436 SF / 7.63 ACRES TOTALNETACREAGE: 307,334SF/7.06ACRES AVERAGE NET SIZE. 76,834 SF/ 1.76ACRES MINIMUM LOT SIZE: 36,340 SF / 0,83 ACRES 15. THIS TENTATIVE PARCEL MAP INCLUDES THE ENTIRE CONTIGUOUS OWNERSHIP OF LAND DIVIDER. LEGEND (G) GROSSAREA (N) NET AREA EASEMENT N EXISTING PARCEL LINES - - - - N89�59'�4'E 231.�8' PROPOSED INTERIOR PARCEL LINES EXISTING ST. CENTERUNE I - - - - 40 0 40 qA PROPOSED EASEMENT - - - - - - % CVWD APN 770-040-003 I - VICINITY MAP GRAPHIC SCALE SCALE: >"= 40' SHEET INDEX C 20 TENTATIVE PARCEL MAP C .0 PRECISE GRADING PLAN C 21 CROSS SECTIONS A 0.1 SITE PLAN L 1.0 LANDSCAPE PLAN LEGAL DESCRIPTION THE LAND IS SITUATED IN THE CITY OF LA QUINTA. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER SECTION 6, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY. EXCEPTTHEREFROM THE WEST 30.00 FEET AND NORTH 30.00 FEET. ALSO EXCEPT THEREFROM A PARCEL OF LAND LYING IN NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MEDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTH HALF; THENCE SOUTH 00° 01' 42" FEET ALONG THE EAST LINE OF SAID NORTH HALF, 30,00 FEE r TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF AVENUE 50. SAID POINT BEING THE TRUE POINT OF BEGINNING, THENCE CONTINUING SOUTH 00° 0142" WESTALONG SAID EAST LINE, A DISTANCE OF 628.93 FEET TO THE SOUTHEAST CORNER OF SAID NORTH HALF, THENCE SOUTH 89' 59' 05" WESTALONG THE SOUTH LINE OF SAID NORTH HALF, A DISTANCE OF 1 043.45 FEET TO A POINT ON A CURVE', THENCE NORTHEASTERLY ALONG AN ARC OF A CURVE, CONCAVE TO THE LEFT, HAVING A RADIUS OF 2.680 FEET. THROUGH A CENTRAL ANGLE OF 16' 22' 39", A DISTANCE OF 766.05 FEET; THENCE NORTH 83' 59' 33" EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE 1, 138,47 FEET MORE OR LESS TO THE TRUE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE CITY OF LA QUINTA BY DEED RECORDED SEPTEMBER 10, 1999 AS INSTRUMENT NO. 40531 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. FASFMFNT NnTFS INDICATES ITEMS LISTED IN PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERCIAN TITLE COMPANY, DATED APRIL 6, 2015. 4. A RIGHT OF WAY FOR DITCHES AND CANALS AS RESERVED BY THE UNITED STATES OF AMERICA IN THE PATENT RECORDED NOVEMBER 18, 1918 IN BOOK 7 OF DEEDS, PAGE 370 OF PATENT. THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORDED INFORMATION. 5. A RIGHT OF WAYAND EASEMENT OF THE COACHELIA VALLEY COUNTY WATER DISTRICT. IN FAVOR OF THE PUBLIC. FOR ALL PUBLIC ROADS, AND RIGHTS OF WAY HERETOFORE DEDICATED, AGUIRRE RESERVED OR ACCEPTED FOR PUBLIC USE AND ALSO ANY AND ALL PRIVATE EASEMENTS AND RIGHTS OF WAY FOR ROADS, PIPELINES, DITCHES, AND CONDUITS ON, OVER, UNDER OR ACROSS THE HEREIN DESCRIBED PROPERTY, EXISTING FOR THE PURPOSE OF CONVEYING IRRIGATED AND DOMESTIC WATER TO SUCH OTHER LANDS BY MEANS OF SUCH PIPELINES, DITCHES, AND CONDUITS. A AN EASEMENT FOR SLOPE AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 16 1999 AS INSTRUMENT NO. 1999-406431 OF OFFICIAL RECORDS IN FAVOR OF CITY OF LA QUINTA AFFECTS: AS DESCRIBED THEREIN 7. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RESOLUTION NO. 2003-49" RECORDED AUGUST 6, 2003. AS INSTRUMENT NO. 2003-597460 OF OFFICIAL RECORDS. 8, THE TERMS' AND PROVISIONS CONTAINED IN TH E DOCUMENT ENTITLED "RESOLUTION NO.2004-153" RECORDED JANUARY 26, 2005 AS INSTRUMENT NO. 2005-0071986 OF OFFICIAL RECORDS, ® NOT SHOWN IN TITLE REPORT'. AN EASEMENT 5' ON EACH SIDE OF CENTERLINE OF WHICH CENTERLINE OF SAID EASEMENT IS LOCATED 35'EASTOFTHE CENTER LINE OF WASHINGTON STREET. SAID EASEMENT IS IN FAVOR OF UNITED STATES OF THE INTERIOR BUREAU OF RECLAMATION FOR IRRIGATION DISTRIBUTION SYSTEM FOR 30" IRRIGATION LINE. m marks architects architecture Interior design retail restaurants space planning master planning leed accredited 6 drip 2643 fourth ave. son dlego Ca 92103 619a02.9448 71905 hwy 111 #f rancho mirage cc 92270 760-610-5264 1 0_ a r°A C3 gz E� �C Ili No �w �y !n O � F CL K a a a a ?M` AL, w z A „v. eno7n www marksorchitects.com ob Number Sheet C 1.0 T \ EARTHWORK CALCULATIONS \ PROPOSED STORM DRAIN ALIGNMENT 70 \ UPGRADE PIPE SIZES AND RESOLVE FLOODING CUT: 700 C.V. AT INTERSECTION. PROPOSED STORM DRAIN I FILL. 99,510 C V. PROPOSED MEDIAN AND BE CONSTRUCTED AS PART OF THIS PROJECT. NET: 98,610 CV. FILL - LEFT TURN POCKET _ THESE ARE PRELIMINARY ENGINEERS ESTIMATES AND ARE PROPOSED STORM DRAIN ALIGNMGAITTO g - - - RAW QUANTITIES. NO ADJUSTMENTS FOR PAVEMENT AND UPGRADE PIPE SIZES AND RESOLVE FLOODING BUILDING SLAB SECnONS, SUBSIDENCE, SHRINKAGE, OR AT INTERSECTION. PROPOSED STORM DRAIN TO - CLEARING &GRUBBING HAVE BEEN INCLUDED. CTED AS PART OF THIS PROJE BE CONSTRUCT. AVENUE 50 2922' d 42 398.7929TCFS) h NEW AC PAVEMENT FOR ROAD WIDENING (3 44.91FG g5.o0FL RIGHT TURN DECELERATION LANE o 44 5 49.72FL 42 ADA PATH OF TRAVEL - - - 46 - r •swALE • 4e.aorc` TG- - - - - - • �•. SToorc ; - >s 50 - PARKING TABULATION 43.46TC - py A6 48.30FS 50.50E _ / 7.95TC 48 41 - 4 .00 C 49.10 (<a _ \ ADA PARKING: 5 VAN STALLS + 6 REGULAR STALLS 42.96FL I 47.57FS - 4 .0 TC 1. % 5 .6 C • 35.0' .7 TC TO 1 47.45FL 47 91 S q g. FS :50 S Q 5 .1 S 9.2 FS 11 TOTAL ADA STALLS 43.77FG 1 2 0 49.50TC 4910TG _ c � OF WHICH ONE STALL IS COVERED 47,58FS 4695 49DOFS 4746FL TG p0 48.80TC 49.25TC p9 gg,67FS I Sp / ( IB. 2F REGULAR STALLS: 232 STALLS (NON COVERED) 2 I 47.25TC 4820 48.30FS 48.75E 49.57FL I 50.12TC \� // \\,5\ 1 to / - 45 STALLS (COVERED) 46 50.25 43.37FL. I 675TG FS S 48.5 49.62F5 49.75FS-4p 1r / / / 4!% STC O TOTAL PARKING'. 288 PARKING STALLS 50.25 42.87FL I 396 4 75 C F / 8.2 F\S lm 4832FS 4� 48.32 48.32 25 S _ ,[] 49.70TC // \ 1 48.12FL 49.30TC FS-BW II FS FS -'--'- \ ,(f C 48:80F5 49 49.20F5 1 / 48. OTC 491 OTG I I 49.1 48 6 TC O 48:91 49.56 49.33 s 65FS /�� 47.18TG 48.8 TC70TG �^ 49.SOT / F FS 4 FS / 48 3F V / 4258FL 4 .4 G o 13 / 49.0 FS 42.58FL I 47.11TC 49.43TC 3 0' 30,0' / 70TG ' qg, g 1 TC S 8.20TG 9- 7 47.05FL-HP 2 5' 4 .65F5/ / 49, STC / 43BOTC 1 / O / 8.5 S 49.50TC 42-5 FFL f FF=49.08 p . 0 / a o / ■) 4 49.� FS f ✓ / 3.55% 48,75 48.7s f% 0 FF-49.58 FF=49.5 // �QO Po ° 49s6 FS 4883FC s / / Fs F ® PAD-49.00 PAD-49.0 // ' 4G42 q�l' ■ / Fsew I z% I I ® AM/PM CAR <\ ,b S13 /// 47. Y G 49.43__ t WASH \ 49FS / F TgG 48.3a4.�S243 29TCF _Lj 42.98FL / ...... 4) z LLl ■ 4585TC 46.75TC g8.50TC 46.25FS • 45.35T - 1.5% 48.00F5 Q I z ■ 45.85T I • 45.35TG �! Qz I THIGH 49.4 49.48F5 45.10TC WAL FS 46 4a.60FL � FAST FOOD = T) Fa + a^+ FF-49.56 ■ PAD-49.00 45.15 TG . I 4 .6 FS GB FS 48.61TC1 468TC4653 757 481FS 5TC FS gg 5T5T46.30FL 7O814CI 149(�.70TC1(�1m I1 11�0 a 49,37FG C7 w 5a Y.9 T 4 C -' 48 98TC z ISABEL 84 F 4 FS O 50.13TC o RES' h0 w 49.6 EFL:*. so ■ FF � PAC _ -- REl N. END I 152 IECELERATIO111111 TRANSITIO26 SEE VIEWPORT RIGHT FOR CONTINUATION IN 49.18TC / 49.56 48.68FS e FS h 30,0' 7. G 49.11P \ / \ FF-49.58 / 4s ® PAD-49.00 49.83F5 TC 48.SSFS D p 49.56 q8 49 48.5 TC 48.25TC FL 48.0 48.75FS 4sRlo cE SEE VIEWPORT LEFT FOR CONTINUATION 62OFS L 49,33 49.0 C FS 1 / / .SOTC I 47.10TC 47.70TC 48.23TC 4 5 , P\ 51 46.90 TG 47.20FS 4773Fs DECELERATION / TRANSITION 52,26 / �80 I1�1 48.50TC 9.05TC '7-� /. 2Da 48.40FS 48.55FS yh p 4784 49.33 / L-T y(�g498,20TC p FS s4 I 5268 48.20Ff7�g0-70Fs Q' / FF=49.58 / c ® 49.56 PAD-49.00 / 47. 5 ® B FS 49,56 / T FS l9.05TC 49.46 49.00 d, FG FL -HP 18.55FS 'Li.Q O F9,s6 `�' 48.95TC FS 21 4 333 1 �� (54MATCH .86TC) / 48.45F / / / L1_I (54.36FL) /BE IN 4802 / / DECELERAT ON Z TRANSITION 49,1 \ FS �s W 47.69 Z } 3[tY O I 49.60 / � 1. R�IQ aR FiF_)fl®LE PAYEl.IF3fr, FS k' ./ 50 2. GRAKLILAR %)A[1I444E I - 3. 12' M°1. FOR DAMETERS THROUGH 1V MIN. FOR DAMETERS FROM I Cr I 70 AND LARGER MEASURED IOIO TO TOP OF RFL 5 / 4 OR Sorrow! OF FLE1081E PAVEMENT. 4. 8EIECT GRAf■AAR F■L PER AASHra43, Mlt�b s A1, A2 OR A8, OR APPROVED EQUAL. FL 0 r r PLACED IN LIFTS [COMPACTED TO MIN. / - - 99% STANDARD DE'NZI PER AASHTO T99d k_e7 40 0 40 80 low GRAPHIC SCALE SCALE.1"= 40' 5. GRANULAR BEDDING, ROUGHLY SHAPED TO FTr THE 9DTrflM1 GF P@E, �' Ta � Ri DEFRI SECTION A -A FOR 6DIAMETER PIPE SCALE:N.T.S. marks architects architecture interior design retail restaurants space planning master planning lead accredited case 2643 fourth ave. son cilego ca 92103 619-702.9448 71905 hwy 111 #f rancho mirage cc 92270 760-610-5264 o L) C3 o gz E� �C No �w h� �y Q p m O F i CL O a a a a A5L6`� w z1A .v. enoin COW- www.marksarchltects.com Job Number Sheet C 2.0 FROM EXISTING MEDIAN FACE OF CURB PROVIDE LEFT TURN POCKET PLUS 3 LANES PLUS RIGHT TURN DECELERATION LANE EXISTING AND 15' PARKWAY PER GP EXHIBIT II-3 FOR MAJOR ARTERIAL R 7.12' R 51.85' I 6.42' 38.53' EXISTING MEDIAN 48 _ 43.55TC) 4457TC ISLAND - - 1 SIDEWALK 46 (42.98FS) (407FL 4-- )-� (44.59TC I (gg.6g) (4q.04FS)--- 12.OD BW LANE EXISTING LDEFT TURN---- EXISTING LANE PROPOSED RT TURN 44 I --- -- --EXISTINGDLANE--I-- ---EXISTIN-GO BROPO�SED NE DECELERATION LANE 42 _ L__T _________________________________ -____ __.� (43.39TC) (43.031-L) - PROPO£ SECTION A -A MEANDERING SCALE: 1"=5' PROPOSED R 20.00' 23.37' 10.00' LANDSCAPE SETBACK MEANDERING PROPOSED PARKING - SIDEWALK LOT CURB 48 EASEMENT 15,00' _ 46 9TC PROPOSED PARKWAY 3:1 44 :9FL 21 MAX 4 43.49 3.29�{ 42 wins FG 6.33' 38.53' 18 04' AND 15' PARKWAY PER GP EXHIBIT 113 FOR 08MAJOR ARTERIAL R 23.37' EX. SIDEWALK EXISTING MEDIAN 10.94' R 28.15' 50 ISLAND 47.81TC 4713F5 (4696TC) (47.79TC) _ (47. 33FS) 11.00' 1100' 1100` 409 -I 1200-'-15.00- 48 BW (4650FL) (47.31 FS) :_--------------------- EXISTING LANE EXISTING LANE EXISTING LANE ----------- PROPOSED BIKE LANE PROPOSED DECELERATION PROPOSED PARKWAY 46.93 LANE 46.67TC 2% FG - - _________ 4 - - - ------------- -- 46.17FL MAX (46.51 FL) PROPOSED 6' WIDE 44 MEANDERING SIDEWALK 52 2-STORY BUILDING FF=49.58 50 PAD=49.0 48 46 44 42 40 38 36 PROPOSED R 10.00, LANDSCAPE SETBACK MEANDERING SIDEWALK I EASEMENT PROPOSED PARKING 50 LOT CURB 47.23 1 FG - T 3:1 48 3:1 13 MAX _-47.13. 46 FL 44 SECTION B-B SCALE:1 "=5' I EXISTING R VARIES (50.70FG) R EXISTING PRIVATE (51.61FG) TOP OF BERM PRIVATE RESIDENTIAL L RESIDENCE_ - TOP OF EXISTING BERM - EXISTING CVWD BACKYARD F 52 O.F. EVACUATION CHANNEL ___________, T______ ' MAT CH EXISTING 50 LA GUINTA RESORT & iT CLUB, DUNES COURSE 48 i F I as i i 50THSTREET ELEVATION - (40.00FS) 44 EXISTING BERM @ CROSSING EXISTING CART PART OF GOLF COURSE 400'NORTH OF THIS LOCATION SHOWN FOR REFERENCE PATH !� / 42 i 40 (39.40FG) �35-OOFG) �� 38 EXISTING SURFACE EXISTING EARTHEN �� BOTTOM OF CHANNEL _______ SWALE MORE OR LESS VARIES _ _ _ r_ B 34. 38.00 i - 36 . __. ....___ 34 52 6.00' 50 (46 95FS) qg BW 46_ 44 42 40 6.09 EX. SIDEWALK 48 78FS BW SECTION C-C SCALE: VERTICAL:1 "=5', HORIZONTAL :1 EXISTING R I R WEST BOUND LANES EASTBOUND LANES 38.03' 32.84' 12.00' 11.00' 11.00' 12.00' 11.00' 11.00' i 4.0" EXISTING RIGHT_ EXISTING LEFT LEFT EXISTING LANE EXISTING LANE PROPOSED ;) TURN LANE LANE TURN LANE TURN LANE BIKE LANE _________________ (46.88) 1' WIDE STRIPE 46.56 FS OR MEDIAN EP SECTION D-D SCALE:1 "=5' WEST BOUND LANES EAST BOUND LANES 18,00' 19.00' 13.00' 13.09 12.00' BFS) EXISTING LANE '�(48.50 FT TURN POCKET PROPOSED LANE -PS ----------- ---- - --- 1 (48,27) EXISTING EDGE OF PAVEMENT V WIDE PRINIARYARTERIAL 61ROW PER GP EXHIBIT II-3 PROPOSED R WIDTH VARIES 20.00' 16.8'-24.0' LANDSCAPE SETBACK 52 15.00' PROPOSED PARKING PROPOSED PARKWAY LOTCURB - 50 12.00' 46.SSTC 46.88 48.30TC PROPOSED g6,pgFL FG I 3:1 qg DECEL. LANE ---- - 46 I PROPOSED 6" 46.68 \��` WIDE SIDEWALK FL 44 EXISTING SURFACE -_--------- 42 ____________ EXISTING R PROPOSED CVWD R PROPERTY WIDTH VARIES EXISTING R 20,00' LANDSCAPE SETBACK 11.00' 11.00 1�_______ EXISTING 11.00' 51.00FG DEDICATION SURFACE (51:OOFG) II PROPOSED I PROPOSED PROJECT PARCEL PROPOSED CURB 52 PROPOSEDLANE- 1-__-- ZSURFACE -L--- ___-- 3:1 4850TC 4800FS 50 M 1 48 --- I PROPOSED PARKING 46 PROPOSED _ NOTE: ALL PROPOSED IMPROVEMENTS IN THIS AREA ARE __-_ _ --------------- LOT _ CURB AND GUTTER CONTINGENT UPON CVWD DEDICATING THEIR PROPERTY - -_ - qq AND ASSUMES RE -ENGINEERING AND CERTIFING THE RE -GRADING OF A REGIONAL FLOOD CONTROL LEVEE. SCALE:1"=5' PLAN VIEW SCALE:1 "=110' marks architects architecture interior design retail restaurants space planning master planning leed accredited case 2643 fourth ave. son cilego ca 92103 619-702.9448 71905 hwy 111 #f rancho mirage ca 92270 760-610-5264 o gz El �C a No �w �y a 0 z 0 N F i L S a a a a AL, B z A „v. enoin cot www marksarchitects.com Job Number Sheet C 2.1 A 4"-a" ARIZONA — COBBLE STREAM FLOWERING ' SHRUBS,, TYF40AL 4 F 8 x I 4 A tAC-CENT CACTI, TYPICAL i Oda Q11h�� v o ,■ iyryw'' .. .. a 4$ � o a o ,a ®O B S`,.a �, +!r � t�,■r�a, o ®®a• ��A �#'3�'fr S:�?3' -• �..I`',�r".'.� ' IGISIIC +f E Ei. a a rr E fi •. +) �; �;,�a��rD r 1D Y Ir '�I+19 F1I viar 1 a t+. ■ mw - r - r ■a g�. a w ii1n 1 WddI.. fM. � O . ,', I •� I NN,%IE 5HRLISS, TYPICAL I ■ i m ! m m i s r i, a — : — — — -- s — — — — — — — — a-MATCHLINE SEE SHEET L1.2— a... ' m �• pmm�_ a vaaaa TREE 5HAr;) I NCG LEGEND WPARKINS AREA SHADED BY TREE5 OR CANOPY P>�U�Iuz "z ff" TOTAL. PARKING AREA: 50,'13I.01 5.F. fr: GLDES ©RIVE AISLES) 50% 5HADI% REOUIRED: 25,365.50 S.F. PARKING AREA SHArW BY TR.EE5: 30,1341,86 5.F. =59.40% OF PARKING AREA TREE 51ZE 540M AT 15 YEARS MATURITY, PER R1VER51DE COUNTY ORDINANCE , 5ECTION 1W2 TOTAL AREA OP I_ANDSG.APE= 3q,400 SF (II-51%%%) TOTAL 50 O1^ TURF= 0 SF -ALL SHRU55 AREAS TO BE IRRIOATED WITH THREADED EMITTERS. -TREES MILL ESE IN SEPARATE IRRIbATION SYSTEMS USING BVEX31L.ERS. SMART CONTROLLERS WILL BE S}■ECIFIED FOR THIS PROJECT. -NO SPRAY IRRIGATION WILL BE USED POR THIS F'IiOJECT. FINAL LANDSCAPE PLAN WILL COMPLY WITH THE CITY OF LA OUINTA WATER EFFICIENT ORIDINANCE AND THE COACHELLA VALLEY WATER DISTRICT'S LANDSCAPIN& AND IRR16ATfON SYSTEM ORDINANCE. iREEN SHADE TYPICAL KEY MAP . 1_• f±.. if i f. PARTIAL PLANTING PLAN � FR_91 v sl��r t;r� =101-,r F marks c�rc h it(_—cts cichlleclure InteFkn design retoll restouranls space planning master planning lead accredited c asp 2643 rearm eve. ion diaga to 92103 619. 702.9448 71905 hwy i 1 ) 0I ranaha mirage cc 92270 760-610-5264 O u N �i egggg k Y E.-_ U a rn ti cot o� tiecwncrs ,ro,�_�.�, 1 KEY MAP ACCENT CACTI,--- i-------------------------- - -TYPICAL-- ----------------- ---- - 1 mcrks V �, I 1 T' „r - - _ ,•`` �[ O I A 1 /0 to % I arc I ec s ■ - - _ - SS II l r }q 6 Interior design refall 1 ROGUMSENT ' - - y r �P restaurants ACZENT 1 TYRICAL.bRA5aE5, PLOmptIN6 l a °' /� spaceplmning 1 VJRUBS, rtr]CAL "-45" ARIZONA �/ i master planning 1 - Gt7BSLE STREAM - � � eed 1 acc ed r Iced 1 � � 1 ` EMI—EYERr5REEN case 1 i+ SHAPE TREE, / TREMrJ iYPIGAL 1 - rr rr F f - Q •- / - 2643 taurtls ave. dlego ca 92103 1 -- _ _ _ - f ! _ O e" ®• �/ / - 1. • �r 619.702-9448 1 ty 0 r "� C 71905 hwv 111 #1 1 F - + pF3✓ �• " ,' ' rr /"� rancho mloogo cc 92270 760-610-6264 Ir f}LL EXPOSEP rAREA5 TO SE v G IPORNIA SOLD 1 r ■ 1 GC VEREP WITH 0 ` DIPUOU GHIL4V§15 L'IiA'L5 - W 4�'—_'� ! '... �_. �'.■ I! ��-Uee�_.VI�G4 .. ..- A'.AGIq aY'.y_._..-... MADE TREE, CT on W`\.rrr ■ 7'- �TYPIGAL O .17 on 7 Jo SHRUBS, TYPICAL ( ' 1 / BLDG.6 I , PNZkISP+ ,'!A PES T 4151 .M' PRMUX 19AtTYLIFERiA PPDSM5 &NLE11515.-HT5WiTE +. 1 4 •' ..;.-' I d,gAyfr A�:Ll;:Ah4 � E 1 ACCENT PALM / 1 m TREE, TYPICAL " 1 � \ m ACCENT SUCCULENTS, f% TYPICAL a. , f AACrA.VE DUE $14A .� A$AVE VF90CMANA A&AVE PARtYl So.*AIN•f'LLEA LA xxLA GAE5ALPINIA P6LGHeQRlr'LA OASTLIRIGN WEELERI Amh 7p 1 �rcO�aw, WTf9 e'C}• Ef. _ C� "�_.. ��'. __>>_ ti rx PA"FLURA LAur'.APIA `eA *OLD __ rgLrn CZM K*LET�4A CHILL S yr y 1r r-L" 'fie EGillrlt^,Y TU5 11_ - * I r 1 f telQ�Af rrf�ICAL, _ t w, o A�c�crs a www •• FI11L'CiS;GarTl WNW PLANTING PARTIAL PLAN ~i .� 1 r' :` ` ,� sh"t Ll .1 5GALL PaZO'-O' ;, `F % ❑ „ :,_ .. _ -A,kw. GEREU5 vWF , IA7.6 R,OSMARINA OP. RU55F11A ERR5E- zr 9ALAy 5 5ERiA W '. ILA TE4fh!A 5W6 BOU5AINVIL' EA. LA XLLh- � ,r - ..�. _ ACCENT PAI.-M TREE, TYPICA.- ®.�.�.`'�L° SiOpTQ}�� 0 4- sAi�Qir? &hmav' �:�1� Am L -.;;p"llfiiw sg11 c oa a � oAy 's n • 1�19 Tyr M �'�r1Ri� GG SHRUBS, TYPICAL 1} t • B LGG. 3 A467ENT TYPICAL NOT A PAR' 0 0 i i► . 6, q.; mnra.+a I TYPICAL - - BLOG.5 A�Q I SUULD)=R5, � 'l > r;1 rrrP: T rlrI AL -' BALL EXPOSED �r AREAS TO BE/r l C[3VERE17 j 6. rl ORN / 60Lt7I7 � ! ACCENT WrrU4E4T5,Z ! TYPICAL SHRU65, ' TYPIGAt �J PARTIAL PLANTINC7 PLAN RISCAtill, o sr-W-W KEY MAP .G A!l landscaping shall consist of, at minimum, 36" box trees (i.e., a minimum 2.5 Inch catiper measured three feet up from grade level after planting), 5-gallon shrubs, and groundcover. Double lodge pales (two-inch diameter) shall be used to brace and stake trees. A minimum 48" box equivalent for all trees in the Washington and Avenue 50 perimeter parkways, and along Lhe CVWD channel„ shall be provided. All Date Palm trees shall be installed at o minimum 18 foot brown trunk height (M). PLANT LIST AMR 5 ZE 50IENTIRG NATt C4t410N1 we AGA 5TE a6 SOX ACACAA STENOnMLA SH17E-5TMl,* AC.AC" ERA POP. 56 BOX ERAGIMCHITON POPIXNEU5 IQAMAS045 CHI. UK 56" BOX CHILOP515 LINEANS DESERT r9LLO" PAR DM. W BOX PARKIN50WA >OESERT Mla" DESERT Nf,WM PAJ O VERDE PRO, OAC. W 130x Fr10EWX DAeMPEIZ:A DATE PALM PRO. CHI. se BOX Paoso 5 C"LEN515 CHILEAN N5 TE 55 AAbAkANE. 5 SAL. AGAVE NIMaAWA GUnWf PLANT A6A B5. 5 SAL AGAVE BLLE 6LOA BILE 6LOA AGAVE A6A, DES 5 GAL AGAVE DESMETTIANA 9400TO AGAVE ASA PAP, 5 GAL AGAVE PARRYI V T!ZACATA ART1C OKE AGAVE Eau- SPP. 5 SAL BOUSA NVILLEA 5PECIES BOV&AINWILLEA GAF_ P.L. 5 611E CAESALPMA RUMERRMA, PEACOCK PLOVER DAB. 4W♦E 5 GAL 12A YLIRION WH'LM DESERT SPOON EG 6ft. 5 SAL. EOANNOGA4Trl1 6W150NI0 60LDEN BARREL GALAS FOV. 5FL- 5 SAL. FOV001 RIA 5PL30045 OCCMLL.O ram. PAR. 5 GAL OE PARVIFLORA RED YWCA LAN. N.6. 5 SAL 'LANTAhA NDI SOLD 6OLDEN SPREADING LANTANA LEU PWI. 5 GAL LEHLOPArLUM PR1rri!Sfr GS l� KRRE€N fAOA' TEXAS RA 4M MAL GAP. 5 GAL- 4APILLAM$ HAIRNW MIMLY PAC. MAR 5 GAL PACKfGER&5 NAR6INATUS W XGAN PENCE P05T R05. OF. 5 GAL ROSMARIN75 OFFICINALI5 FR05TRATU5 PROSTRATE ROSEMARY M S. Ea. 5 SAL. RISSELIA EOUISETIFORMS CORAL FOUNTAM MIN. NEM 5 GAL SENNA NEM"PHILA DESERT CA5%A TEG, 5Th I SAL TE40MA 5TAN5 YELLMV BELLS i�INE5 EW. 5PP. 5 SAL NN ga*AILLEA 5pfLIES BOL""LLEA GAL HOE. 15 SAL. CALLIANDRA HAEWATOUPIMLA RED POYCER PcFF kw marks archifacfs mrhlfeclure intekn dosign retell restauranks space planning master planning leed accredlted rasp 2643 fourth ave. San dlepa cc 92103 4,19-702.9448 71905 hWY 111 Nf rancho mirage as 92270 760-610-6264 N s m2 tig �t m i u. N d co pr CAAE pry, I C.fI Tfi� 6Y1�1M1 �� jar CAL F sotel r4 I,V105CAPE AR[Hlirsi$ WNN. rnorr3Pr Wecl5-GOfPS -M Nlxllm4 Sham PLANTING NOTES I. LAND51,AFE CONTRACTOR SHALL RECEIVE THE 51TE AS 15. 2. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS AND TYPE MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. 3. CONTRACTOR TO BE ADVISED THAT CERTAIN CUL7IVAR5 OR SPECIES OF PLANTS FOR THIS PROJECT MAY ONLY BE AVAILABLE THROUGH RETAIL SOURCES (ia: PATENED MONROVIA SELECTIONS). CONTRACTOR 15 FURTHER ADVISED THAT ALL PLANT MATERIAL FOR THI5 PROJECT SHALL BE "PREMIUM' NURSERY STOCK. 4. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND REPLACED UPON REQUEST BEFORE OR AFTER THE FLA.NTIN6. 5. THE LANDSCAPE CONTRACTOR WILL COORDINATE HI5 WORK WITH THE OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION. 6. PLANT QUANTITIES AND AREAS SHOWN ON LEGENDS ARE FOR CONTRACTORS' CONVENIENCE IN ESTIMATING ONLY. CONTRACTOR 15 RESPONSIBLE FOR PROVIDING PLANT MATERIALS TO COVER ALL AREAS A5 SHOWN ON PLANS. I. SLOPE ALL PLANTING AREAS AWAY FROM OUILDIN& AT 2% MINIMUM FOR 5 FEET MINIMUM, WHERE APPLICABLE. 8. TREE AND SHRUB PITS 5 GALLONS AND SMALLER SHALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND 1-1/2 TIMES CONTAINER DEPTH. 9. TREE AND SHRUB PITS 15 GALLONS AND LARGER SHALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND I" LESS THAN CONTAINER DEPTH. 10. TREE STAKING SHALL BE DONE ONLY IF ESSENTIAL AND REQUIRED BY THE LANDSCAPE ARCHITECT. TREES THAT CANNOT STAND WITHOUT THE NURSERY STAKE SHALL BE REJECTED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE TREES5TABIL17Y DURING THE LENGTH OF THE GUARANTEE PERIOD. ALL STAKING AND GUYING MATERIALS SHALL BE REMOVED AT THE END OF THE I -YEAR TREE GUARANTEE PERIOD. 11. DO NOT DAMAGE PLANT ROOTBALL DURING TRANSPORTATION OR PLANTING. 12. CONTRACTOR SHALL USE THE FOLLOWING AMENDMENT SCHEDULE FOR BIDDING PURPOSES ONLY. A 501L TEST SHALL BE MADE BY CONTRACTOR, AND RECOMMENDED AMENDMENTS SHALL BE USED FOR ACTUAL INSTALLATION. 100 LES. OF GYPSUM PER 1000 50. FT. TO LES. OF TRI-C (6-2-4 Al 5% SULFUR) PER 1000 50. FTm 6 LEG. OF IRON SULFATE PER 1000 50. FT. 25 LEG. OF 501L SULFUR PER 1000 50. FT. 5 CUBIC YARDS OF NITROLIZED ORGANIC, AMENDMENT PER 1000 50. F7 A. FOR DESERT TREES AND SHRUBS, PLANTING PITS SHALL BE 2X ROOTBALL AND BAGKFILLED WITH NATIVE SOILS, IS. AMENDED SOIL SHALL BE ROTOTILLED TO A DEPTH OF 5". 14. NO IRON SULFATE SHALL COME IN CONTACT WITH ANY MASONRY SURFACE. 15. NITROLIZED ORGANIC, AMENDMENT SHALL BE HUMID GOMP05T FROM A&RI-SERVICE, LOAMEX"', OR APPROVED EQUAL. 16. A. PLANTING BAGKFILL MIX FOR ALL CONTAINER PLANTS OR AS NOTED IN PLAN, SHALL CONSIST OF 1/5 NITROLIZED ORGANIC AMENDMENT AND 215 EXISTING SOIL, PLUS 15 L85. GYPSUM, AND 6 LES. OF TRI-G (6-2-4 W/ 5% SULFUR) PER CUBC YARD. FOR DESERT TREES AND SHRUBS BAGKFILL 70 BE NATIVE SITE SOIL ONLY. B. ALL PLANTED AREAS SHALL BE WATERED IN THOROUGHLY WITH 5ARVON"", PER MANUFACTURERS SPECIFICATIONS IN ADVANCE OF PLANTING. ALL PLANTS SHALL BE WATERED THOROUGHLY WITH 5UFERTHRIVE- WITHIN I HOUR OF PLANTING. II. ALL PLANTS -GALLON SIZE OR LARGER SHALL RECEIVE A6RIFORM 21-GRAM 20-10-5 FERTILIZER TABLETS AT THE FOLLOWIN6 RATES: G ONE PER I-ALLON; TWO PER 5-6ALLON; FIVE PER 15-GALLON, 12 PER 24" BOXED TREES; 15 PER 36' BOXED TREES (SEE L.A. FOR RATES FOR LARGER STOCK). PLACE TABLETS AT HALF THE DEPTH OF THE PLANTING PIT AND 1" FROM ROOTBALL (BOXED TREES SHALL BE IN 2 LAYERS GOING UP ALONG SIDES OF THE ROOTBALL ). 15. ALL PLANTS INSTALLED FROM FLATS SHALL RECEIVE ONE ACRIFORM 5-61RAM 20-10-5 TABLET EACH, MIXED WITH A HANDFUL OF PREPARED BAGKFILL PER N07E II. A. BOU6AINVILLEA5 SHALL BE PLANTED A17H INTACT ROOTBALL5. NO BROKEN R0075ALL5 WILL BE ACCEPTED. 20. ALL PLANTS EXCEPT 500GAINVILLEA5 PLANTED FROM CONTAINERS SHALL HAVE THEIR ROOTBALLS SCORED WITH A SHARP TOOL TO A DEPTH OF I" IN THREE LON61TUDINAL INCISIONS AT LOCATIONS SPACED AROUND THE ROOTBALL BEFORE PLACING FLANT IN PLANTING HOLE. 21. ALL TYING MATERIALS AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING. 22. STAKES SHALL BE REMOVED FROM VINES AND VINES SHALL BE PROVIDED WITH AN APPROVED MEANS OF SUPPORT. 29. ALL SHRUB PLANTING AREAS SHALL BE COVERED WITH CALIFORMA GOLD D.6, OR ARIZONA COBBLE. SUBMIT SAMPLE TO CLIENT FOR APPROVAL. 24. IF THE SOIL TEST PREVIOUSLY MENTIONED SHOWS THAT PERMEABILITY RATES ARE LE55 THAN 5" PER HOUR, LANDSCAPE ARCHITECT MAY REQUIRE A TREE DRAIN SYSTEM. 25. A LANDSCAPE MAINTENANCE PERIOD OF 90 DAYS. SHALL BE CONSIDERED PART OF THIS CONTRACT. REFER TO THE PROJECT SPEGIFIGA71ONS FOR DETAILS. LANDSCAPE PREPARATION 8 PLANTING PART I - GENERAL IAI SCOPE OF WORK A. WORK DISCUSSED IN THIS SECTION INCLUDES THE R RN15HING OF ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE WORK INDICATED ON THE DRAWINGS. THE WORK SHALL BE PERFORMED INACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO THE VARIOUS TRADES AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT FOREMAN, CAPABLE OF INTERPRETING THE DRAWINGS, NOTES, AND THESE 5PECIFICATION5. 102 SUBMITTALS A CERTIFICATIO145 OF CONFORMANCE OR COMPLIANCE: IN ADDITION TO ANY OTHER CERTIFICATES SPECIFIED, THE CONTRACTOR SHALL FURNISH A CERTIFICATE WITH EACH DELIVERY OF BULK MATERIAL STATING THE SOURCE, QUANTITY, TYPE OF MATERIAL, AND THAT THE MATERIAL CONFORMS TO THE SPECIFICATION REQUIREMENT. THESE CERTIFICATES SHALL BE SUBMITTED TO THE OWNER PRIOR TO THE START OF THE MAINTENANCE PERIOD. AFTER THE SOIL HAS BEEN PREPARED AS GALLED FOR IN THE SECTION ON 501L PREPARATION, THE IRRIGATION SYSTEM HAS BEEN INSTALLED AND TESTED, AND CONDITIONS ARE FAVORABLE TO PLANT, THE LANDSCAPE CONTRACTOR SHALL REQUEST APPROVAL TO START PLANTING FROM THE OWNER • S. AGRICULTURAL SUITABILITY 501L TESTS SHALL BE MADE BY THE CONTRACTOR (AT THE DIRECTION OF THE LANDSCAPE ARCHITECT) AFTER ROUGH GRADING IS COMPLETED AND CONTRACTOR SHALL ADJUST 501L AMENDMENTS ACCORDINGLY. PART 2 - DELIVERY AND STORAGE ZAI DELIVERY • A PROVIDE M071FIGATION OF THE DELIVERY 51-HEDULE IN ADVANCE 50 MATERIAL MAY BE INSPECTED UPON ARRIVAL AT THE JOB SITE. REMOVE UNACCEPTABLE MATERIAL FROM THE JOB SITE IMMEDIATELY. • S. PROTECT PLANTS DURING DELIVERY TO PREVENT DAMAGE TO THE ROOT BALLS OR DESICCATION OF LEAVES. PROTECT TREES DURING TRANSPORT BY TYING IN THE BRANCHES AND COVERING ALL EXPOSED BRANCHES. • G. DELIVER PESTICIDES OR OTHER CHEMICALS TO THE SITE IN THE ORIGINAL, UNOPENED CONTAINERS. CONTAINERS THAT DO NOT HAVE A LEGIBLE LABEL THAT IDENTIFIES THE ENVIRONMENTAL MANUFACTURER'S REGISTERED USES WILL BE REJECTED. 2,02 STORAGE • A KEEP GYPSUM AND FERTILIZER IN DRY STORAGE AND MAY FROM CONTAMINANTS. • B. STORE AND PROTECT PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL AT THE SITE AS FOLLOWS: I. OUTSIDE STORAGE SHALL BE PROTECTED FROM THE WIND, 2. KEEP PLANTS, INCLUDING THOSE IN CONTAINERS, IN A M015T CONDITION BY WATERING WITH A FINE MIST SPRAY. 3. SEPARATE PLANTS TO PREVENT DAMPING OFF. • C. DO NOT STORE CHEMICALS AND HERBICIDES WITH ANY OTHER LANDSCAPE MATERIALS. STORE IN AN APPROVED, LOCKED, SEPARATE STRUCTURE OR VEHICLE. 2A9 HANDLING • A. PLANTS: TAKE CARE TO AVOID DAMAGING PLANTS BEING MOVED FROM THE NURSERY OR STORAGE AREA TO THE PLANTING SITE. HANDLE ALL PLANTS CAREFULLY TO AVOID CRACKING OR BREAKING THE ROOT BALL. DO NOT HANDLE PLANTS BY THE TRUNK OR STEM. REMOVE DAMAGED PLANTS OR PLANTS WITH BROKEN OR CRACKED ROOT BALLS FROM THE SITE. • S. SPECIMEN PLANTS SHALL BE PLANTED, MULCHED, 6UYED, AND IN A BASIN AND FERTILIZED WITHIN 48 HOURS AFTER REMOVAL FROM PREVIOUS LOCATION. 2,04 JOB CONDITIONS PLANTING CONDITIONS: PLANTING SHALL NOT BE DONE WHEN THE GROUND 15 MUDDY OR IN AN UN5AT15FAC7 0 RY CONDITION FOR PLANTING. 2,05 GUARANTEE WORK SHALL BE SUBJECT TO THE TERMS OF THE GENERAL PROVISIONS, EXCEPT THAT PLANT MATERIAL SHALL BE GUARANTEED THROUGH THE PLANT MAINTENANCE PERIOD. ALL PLANTINGS SHALL BE GUARANTEED FOR AS LONG AS THE CONTRACTOR 15 MAINTAINING THE LANDSCAPING, WITH THE EXCEPTION THAT BOXED TREES SHALL BE GUARANTEED FOR ONE YEAR ANY MATERIAL THAT IS NOT &ROWIN& PROPERLY DURING THIS PERIOD SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR WITHIN SEVEN (T) DAYS AFTER THE RECEIPT OF A WRITTEN NOTICE BY THE OWNER. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. THE CONTRACTORS GUARANTEE MAY BE EXTENDED BY THE OWNER IN CASES WHERE PLANTS ARE SLOW TO ESTABLISH. IF THE CONTRACTOR FAILS TO MAKE REPLACEMENTS WITHIN THE TIME LIMT, THE OWNER MAY REPLACE THEM AT THE CONTRACTORS EXPENSE AFTER DULY NOTIFYING HIM. PART 3 - PRODUCTS SDI TOPSOIL WHERE NEW TOPSOIL 15 CALLED FOR, PROVIDE A NEW CLASS A TOPSOIL AND/OR MODIFY OL EXISTING TOPSOIL TO SUPPLY THE FLOWING COMPOSITIONS. REOUIREMENTS: PH BETHEEEN 6 AND T.4, CONTAINING FROM 5 TO 20 PERCENT ORGANIC. MATTER A5 DETERMINED BY THE ORGANIC CARBON 6A, CHEMICAL ANALY515 METHOD DESCRIBED IN USDA 501L SURVEY INVESTIGATION REPORT NO. 1. MAXIMUM PARTICLE SIZE, 3/4-INCH, WITH MAXIMUM 5 PERCENT RETAINED ON 1/4-INCH SCREEN. SOLUBLE SALTS SHALL NOT EXCEED 600 FPM. OTHER COMPONENTS SHALL BE WITHIN THE FOLLOWING MRGENTACE5: SILT 25-50 CLAY 10-30 SAND 20-35 302 GYPSUM AND F44 ADJUSTERS • A. GYPSUM: COMMERCIALLY PACKAGED, FREE FLOWING GYPSUM CONTAINING NOT LE55 THAN 95 PERCENT, BY VOLUME, OF CALCIUM SULPHATE A5 ACTIVE INGREDIENT • B. FLOKA13LE GYPSUM :HALL BE A CALCIUM SULFATE, DIHYDRATE, EQUIVALENT 70 5.1 LENS. GALLON. • '. SULFUR: SHALL BE ELEMENTAL; 90%. PURE. 909 SOIL CONDITIONERS USE INDIVIDUALLY OR IN COMBINATION AS REQUIRED TO MEET SPECIFIED REQUIREMENTS FOR TOPSOIL. • A ORGANIC 501L AMENDMENT: SHALL BE DERIVED FROM WOOD (RESIDUAL PRODUCTS) FROM THE BARK OF PINE WHITE FIR AND RED FIR, CEDAR 5HAVIN65 OR REDWOOD SHAVINGS. AMENDMENT UPON ANALYSIS SHALL CONTAIN AT LEAST 0.5% NITROGEN BASED ON DRY WEIGHT WITH AN ASH CONTENT NOT TO EXCEED 10%. A COMMERCIAL GRADE PRODUCT SHALL BE USED, WITH A SAMPLE ACCOMPANIED BY AN APPROVED LABORATORY ANALYSIS WITH THE FOLLOWING: GUARANTEE - W7/ CU. TV 560-82OL55.; PH LESS THAN 6.5; SALINITY ECE LE55 THAN 2.5 MILLIMOH5 / CC; IRON EXPRESSED AS METALLIC, = 0.1 % USE INDIVIDUALLY OR IN COMBINATION AS REQUIRED TO MEET SPECIFIED REQUIREMENTS FOR TOPSOIL. PARTICLE SIZE: MINIMUM PERCENT BY WEIGHT PASSING: NO. MESH SCREEN 2% - NO. 5 MESH SCREEN 36% NO. 8 MESH SCREEN 25% NO. 12 MESH SCREEN 50% NO, 32 MESH SCREEN 5% 504 FERTILIZER • A. FERTILIZER: ONLY IF NOT 51UPERCEDED BY A SITE SPECIFIC AGRICULTURAL SOILS REPORT, USE A COMPLETE COMMERCIAL, GRANULAR FERTILIZER CONTAINING THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT, OF PLANT FOOD NUTRIENTS: 15% AVAILABLE NITROGEN 18% AVAILABLE PHOSPHORUS 6% AVAILABLE POTA551UH 1.8% SULFUR 15% IRON • S. FERTILIZER PLANTING TABLETS: TIGHTLY COMPRESSED FERTILIZER CHIPS FORMING A TABLET THAT IS INSOLUBLE IN WATER, 15 DE516NATED TO PROVIDE A CONTINUOUS RELEASE OF NUTRIENTS FOR AT LEAST 24 MONTHS AND CONTAINS THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT, OF PLANT FOOD NUTRIENTS: 20% AVAILABLE NITROGEN 10% AVAILABLE PHOSPHORUS 5% AVAILABLE POTASSIUM PLANTING TABLETS SHALL WEIGHT APPROXIMATELY 21 GRAMS EACH FOR TREES AND SHRUBS AND 5 6RAM5 FOR GROUND COVER PLANTS. • '. IRON CHELATE5: CONTAINING 10 PERCENT IRON AS METALLIC. 905 PLANTS • A CARE OF STOCK PILED PLANTS. WHERE EXISTING PLANTS ARE TO BE DUG, STOCKPILED AND LATER TRANSPLANTED DURING CONSTRUCTION TRANSPLANTS FROM AREA OF BUILDING ADDITION, THEY SHOULD BE HEELED IN YELL WITH A MIXTURE OF SOIL AND APPROVED SOIL AMENDMENT AND YtATERED TWICE A WEEK WITH WATER AND ONCE A PEEK WITH WATER AND 5UPERTHRIVE' .THEY MUST BE PLACED IN AN AREA PROTECTED FROM DAMAGE BY CONSTRUCTION. • S. PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND / OR SPADING A5 SHOWN, OR NOTED FOR EACH LOCATION, AND SHALL BE OF THE SPECIES, KINDS, SIZES, ETC., AS SYMBOLIZED AND/OR DESCRIBED IN THE DRAWIN&5. PLANT NAMES INDICATED OR LISTED ON THE DRAWIN65 CONFORM TO "STANDARD PLANT NAMES" ESTABLISHED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE, EXCEPT FOR NAMES NOT COVERED HEREIN, THE ESTABLISHED 0U5TOM OF THE NJR5ERY 15 FOLLOWED. • G. PLANTING STOCK: PLANTING STOCK SHALL BE YELL -BRANCHED AND WELL -FORMED, SOUND, VIGOROUS, HEALTHY, AND FREE FROM DISEASE, 5UNSCALE, WINDEURN, ABRASION, AND HARMFUL INSECTS OR INSECT EGGS, AND SHALL HAVE HEALTHY, NORMAL, AND UNBROKEN ROOT SYSTEMS AND NOT ROOT BOUND. DECIDUOUS TREES AND SHRUB5 SHALL BE SYMMETRICALLY DEVELOPED, OF UNIFORM HABIT OF GROWTH, WITH STRAIGHT BOLES OR STEMS AND FREE FROM OBJECTIONABLE DISFIGUREMENTS. EVER6REEN TREES AND SHRUBS SHALL HAVE WELL DEVELOPED SYMMETRICAL TOP5 WITH TYPICAL SPREAD OF BRANCHES FOR EACH PARTICULAR SPECIES OR VARIETY. &ROUND COVERS AND VINES SHALL BE VIGOROUS, HAVE THE NUMBER AND LENGTH OF RUNNERS, AND CLUMP SIZE SPECIFIED, AND BE THE PROPER AGE FOR THE GRADE OF PLANTS SPECIFIED. ONLY VINES AND GROUND COVER PLANTS YELL ESTABLISHED IN REMOVABLE CONTAINERS, INTEGRAL CONTAINERS, OR FORMED HOM06ENEGUS SOIL SECTIONS SHALL BE USED. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXCEPT A5 AUTHORIZED BY THE LANDSCAPE ARCHITECT, OR HI5 REPRESENTATIVE. IN NO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. • D. 51=5 OF PLANTS: SHALL BE AS STATED IN THE PLANT 1_I57. CONTAINER STOOK (I GALLON, 5 GALLON, 15 GALLON AND 24" BOXED SIZE) SHALL HAVE BEEN GROWN IN CONTAINERS FOR A PERIOD OF TIME. SUFFICIENT TO DEVELOP ROOT GROWTH SUFFICIENT TO HOLD THE 501L BALL TOGETHER TO THE 51DE AND BOTTOM OF THE GUFFICIENT TO HOLD THE SOIL BALL TOGETHER TO THE SIDE AND BOTTOM OF THE CONTAINER IN WHICH IT WAS DELIVERED, THE HEIGHT AND SPREAD OF ALL PLANT MATERIAL SHALL BE MEASURED WITH BRANCHES IN THEIR NORMAL POSITION; AND SHALL BE A5 INDICATED ON THE DRAWIN65. THE CALIPER OF ALL TREES SHALL BE MEASURED 2'-0" ABOVE THE SURFACE OF THE GROUND. WHERE CALIPER OR OTHER DIMENSIONS OF ANY PLANT MATERIALS ARE OMITTED FROM THE DRAWINGS IT SHALL BE AVERAGE STOCK FOR TYPE LISTED. • E. PLANT MATERIAL: PLANT MATERIAL SHALL BE NIRSERY GROWN, UNLESS OTHERWISE INDICATED. GROUND COVER PLANTS. SHALL BE WELL ROOTED CUTTINGS GROWN IN FLATS AND SHALL REMAIN IN TH05E FLATS UNTIL PLANTED. I. PLANT L157: AS INDICATED ON DRAWIN65. 2. SAMPLES, TESTS, AND INSPECTIONS: SOURCE OF MATERIAL SHALL BE FURNISHED IF REQUESTED BY THE OWNER OR LANDSCAPE ARCHITECT. • F. 5U55TITUTION5: SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS WILL BE PERMITTED, PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT, AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL CHARGE TO THE OWNER. EXCEPT FOR THE VARIATIONS 50 AUTHORIZED, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRIDE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. • S. APPROVAL: ALL PLANT MATERIALS SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF OWNER OR HIS REPRESENTATIVE, BEFORE PLANTING. ALL PLANTS SUPPLIED TO THE PROJECT (WHETHER PLANTED OR NOT) ARE SUBJECT TO REJECTION BY THE OWNER OR HI5 REPRESENTATIVE. PLANTS NOT APPROVED SHALL BE REMOVED FROM 517E IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS. 506 MACH ALL SHRUBS PLANTING AREAS SHALL BE COVERED WITH CALIFORNIA GOLD D.G. OR ARIZONA COBBLE, SUBMIT SAMPLE TO CLIENT FOR APPROVAL, 3.07 PLANTING SOIL MIXTURE MIXTURE SHALL BE THOROUGHLY MIXED. TO THE PROPORTIONS 61VEN ON THE PLANS. 5.06 TREE STAKING MATERIAL • A STAKES: SHALL BE 10' LODGEPOLE STAKES POINTED ON ONE END. • B. TREE TIES: SHALL BE AR50RTAFE" OR APPROVED EQUAL. • 0. TREES ARE TO BE FREED FROM THEIR STAKES AT THE EARLIEST P0551BLE TIME. S09 PESTICIDES AND CHEMICAL CONTROLS • A. PRE-EMER6ENCE APPLICATIONS: EPTAM, TREFLAN, SURFLAN OR RON5TAR. • B. P05T-EMERGENCE APPLICATION: ROUNDUP. • C. INSECT CONTROL SHALL BE SAFER INSECTICIAL SOAP, NICOTINE SULFATE, SPECTRACIDE, MALATHION-50, DIAZINON OR AS DEEMED APPROPRIATE BY A PEST CONTROL ADVISOR. • D. ALTERNATIVE PRODUCTS MAY BE USED IF APPROVED IN WRITING BY THE OWNER PART 4 - EXECUTION 401 SOIL PREPARATION • A. 00 SOIL PREPARATION SHALL BE PERFORMED UNTIL ALL 57RX-TRRES AND WALLS AND CONSTRUCTION ITEMS (INCLUDING IRRIGATION MAINS) HAVE BEEN INSTALLED. • S. THE OWNER OR HIS REPRESENTATIVE SHALL APPROVE THE 517E GRADING PRIOR TO 501L PREPARATION. • C. THE SITE SHALL BE FREE FROM ALL WEEDS, TRASH AND DELETERIOUS MATERIALS PRIOR TO SOIL PREPARATION. • D. AFTER THE 51TE HAS BEEN GLEANED AND ALL GRADES ESTABLISHED THE CONTRACTOR SHALL SPREAD THE SOIL AMENDMENTS IN AN EVEN LAYER OVER PRE56RISED PLANTINS AREAS. ROTOTILL IN THE AMENDMENTS TO THE REQUIRED DEPTH; METHOD AND EQUIPMENT BEING SUBJECT TO APPROVAL OF THE OWNER OR HI5 REPRESENTATIVE. • E. IF, AFTER AN AREA HAS BEEN ROTOTILLED, THE CONTRACTOR DISPLACES OR BURIES THE AMENDED SOIL THROUGH GRADING OR TRENCHING, THE AREA 15 SUBJECT TO FARTHER AMENDING AS DETERMINED BY THE OWNER OR HIS REPRESENTATIVE. • F. AMENDMENTS ARE TO BE INCORPORATED INTO THE SOIL AS SHOWN ON THE PLANS. • S. ALL 501L CONDITIONERS SHALL BE ADDED TO THE 501L A5 INDICATED SPECIFICALLY ON THE PLANS. • H. AFTER ALL TRENCHES IN PLANTING AREAS HAVE BEEN SOAKED AND COMPACTED, AND ALL AREAS WITH SLOPES OF LESS THAN 4:1 HAVE BEEN ROUGH GRADED,. THESE AREAS SHALL BE GRO55-RIPPED AND TILLED AND AMENDED, PER PLANS, TO A DEPTH OF V. REMOVE STONES AND DEBRIS LARGER THAN 2-1/2 INCHES IN DIAMETER. • I. WEED CONTROL: PRIOR TO ANY HYDROSEEDIN6, IRRIGATE ALL PLANTING AREAS FOR APPROXIMATELY TWO (2) WEEKS TO ENCOURAGE WEED SEED GERMINATION. ALLOW WEEDS TO GROW UNTIL THEY REACH A MAXIMUM HEIGHT OF TWO TO THREE (2 TO 3) INCHES AND THEN THOROUGHLY SPRAY WITH "ROUND UP^^°. REMOVE ALL AMP5 PRIOR TO SEEDING. DO NOT ALLOW THE USAGE OF ANY PRE -EMERGENCE HERBICIDES OR "DOWPON"' FOR WEED CONTROL. 4.02 FINAL GRADING • A. AFTER COMPLETION OF ALL SOIL CONDITIONING, TILLING AND SOIL TREATING, CORRECT IRREGULARITIES IN FINISHED SURFACES TO ELIMINATE DEPRESSIONS. REMOVE ALL DEBRIS AND STONES LARGER THAN ONE INCH REMAINING ON THE SURFACE. PROTECT FIN15HED AREAS FROM DAMAGE DUE TO VEHICULAR OR FEDE5TRIAN TRAFFIC. • B. DEEP WATERING AND LEACHING: AFTER 501L CONDITIONING AND FINAL GRADING 15 COMPLETE, SETTLE AND LEACH PLANTING AREAS BY WATERING TO A MINIMUM DEPTH OF 8 NCHES. • C. EXCAVATION FOR PLANTING: PRIOR TO EXCAVATING FOR PLANT PITS, THE AREA SHALL CONFORM TO THE LINES AND GRADES SHOWN. VERIFY LOCATION OF UNDERGROUND UTILITIES. REPAIR ANY DAMAGE DONE TO UTILITY LINES SHOWN. IF UTILITY LINES NOT 5HOWN ON THE DRAWIN65 ARE ENCOUNTERED, NOTIFY THE OWNER IMMEDIATELY. IN THE EVENT THAT UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENCOUNTERED IN THE PLANTING OPERATION, ALTERNATE LOCATIONS WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. LOCATION OPERATION WILL BE DONE AT NO EXTRA COST TO THE OWNER. I. PLANT PITS: DI& PITS BY ANY METHOD PROVIDED THAT THE PITS HAVE VERTICAL SIDES AND FLAT BOTTOMS. WHEN PITS ARE DUG WITH AN AUGER AND/OR THE SIDES OF THE PITS BECOME GLAZED, SCARIFY THE GLAZED SURFACE AT A MINIMUM OF 4 LOCATIONS. IF THE PERCOLATION IS SUCH THAT WATER WILL NOT DRAIN OUT OF THE HOLE OVERNIGHT, THE CONTRACTOR SHALL TAKE CAUTION NOT TO OVER WATER PLANTS. NO TREES 15 GALLONS AND OVER SHALL BE PLANTED IN A HOLE THAT WILL NOT NATURALLY DRAIN OVERNIGHT AFTER HAVING BEEN FILLED WITH WATER. • D. ALL PLANTS SHALL BE SET SO THAT, WHEN SETTLED, THEY BEAR THE SAME RELATION TO THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE BEFORE BEING TRANSPLANTED. EACH PLANT SHALL BE PLANTED IN THE CENTER OF THE PIT AND BACKFILLED, UNLESS OTHERWISE SPECIFIED, WITH THE PREPARED SOIL. NO SOIL WILL BE PERMITTED AROUND TRUNKS OR STEMS. ALL BROKEN OR FRAYED ROOT SHALL BE PROPERLY OUT OFF. USE EXCESS TOPSOIL 70 FORM WATERING BASINS AROUND PLANTS. AMEND A5 DESCRIBED IN NOTES AND DETAILS. PART 5 - COMPLETION OF CONTRACT 501 RESTORATION AND C A ANHUP REMOVE EXCESS WASTE MATERIAL DAILY. WHEN PLANTING IN AN AREA 15 COMPLETE, CLEAR THE AREA OF DEBRIS, SPOIL PILES, AND CONTAINERS, WHERE EXISTING PLANTING BEDS HAVE BEEN SCARRED OR DAMAGED, RESTORE THESE DAMAGED AREAS TO THEIR OR16INAL CONDITION. REMOVE DISUSED EQUIPMENT AND IMPLEMENTS OF SERVICE AND LEAVE ENTIRE AREA INVOLVED IN A NEAT ACCEPTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER 5,02 INSPECTIONS AND ON SITE REVIEW THE OWNER, HIS REPRESENTATIVE OR THE LANDSCAPE ARCHITECT MAY MAKE PERIODIC ON 51TE REVIEWS DURING THE PLANTING. ANY PLANTS THAT HAVE NOT BEEN HANDLED, SPOTTED OR PLANTED PROPERLY SHALL BE 5UBJECT TO REMOVAL, AND THEY SHALL, IF NECESSARY, BE REPLACED OR RELOCATED AS DIRECTED AS PART OF THE CONTRACT. A PLANT MAY BE REJECTED BY THE LANDSCAPE ARCHITECT FOR ANY REASON AT ANY TIME. FOR DESERT TREES AND SHRUBS, FLANTIN6 PITS SHALL BE 2X RO 7B, LL AND BAGKFILLED WITH r `� NATJVE SOILS. TOP OF STAKE 70 BE 3" MAX. ABOVE TOP TREE TIE a 6" BELOW CANOPY. TIE W/ CINCH TIE, ARBORTAPE OR APPROVED EQUAL, TWO TIES MIN. KEEP LOOSE. LOO&EPOLE TREE STAKE. DRIVE 2 FT. MIN. INTO UNDISTURBED SOIL. DO NOT PENETRATE ROOTBALL. KEEP TOP OF STAKE BELOW TOP OF CANOPY. 4" H16H WATERING BASIN ® EDGE OF FLAN71NS PIT. - SCORE ROOT BALL W/ SHARP TOOL IN 3 PLACES TO I" DEPTH ALONG SIDES AND BOTTOM BEFORE PLACING IN THE PLANTING PIT. APPLY SIPERTHRIVE', SARVON'", WITHIN 2 HOURS OF PLANTING PER NOTES. - PLANTING PIT 2 TIMES WIDTH 8 I" LE55 THAN CONTAINER DEPTH. BAGKFILL TO BE I/3 NITROLIZED AMENDMENT, 2/5 EXISTING SOIL, PLUS OTHER CORRECTIVES SHOWN ON PLANTING NOTES, TREE PLANTING NOT TO SCALE TOP OF ROOTBALL I" ABOVE SURROUNDING GRADE. 2" + BERM FOR WATERING BASIN. FINISH GRADE. lir�l la x coxrnitme�g , - rca I su = i �r�I�Np�oam, II bl SHRUB PLANTING NOT TO SCALE SPAGING ��_l TRIANGULAR SPACING "NOTE: ROOT BARRIERS WILL NOT BE WRAPPED AROUND THE ROOTBALL III CARRIER NOT TO SCALE PLANTED AREA; SLOPE ® 2% MIN. 2% 3" GRAVEL BAGKFILL, - 3/4" SIZE, EXTENDING 2-3" BELOW THE BOTTOM OF ROOT BARRIER. =2 TIMES A 07H- ,F CONTAINER A BOTTOM OF PIT 1-1/2' BARK MULCH AROUND TREE TOP OF ROOT BALL TO BE I' ABOVE SURROUNDIN6 GRADE. SLOPE e I"/ FT. -24" DEEP WATERIN6 TUBE 4.0 PERFORATED PIPE WITH 3"0 GRATE, LOCATION, UPHILL SIDE. =rt� ADJACENT SIDEWALK IIII-�' 21 6M. PLANT TABS PER SPECS. PLACE IN - DIRECT CONTACT IIII W/ ROOT BALL. E14: SHRUB, PER PLANS. -21 6M. PLANT TABS, PER SPECS. PLACE IN DIRECT CONTACT VI/ ROOTBALL. I PER 1-6AL 2 PER 5-6AL hl� =BAGKFILL IX: /5 NITROLIZED SHAVINGS, 2/3 NATIVE SOILS, PLUS CORRECTIVES PER PLANTING NOTES. APPLY SUPERTHRII WITHIN 2 HOURS OF PLANTING PER NOTES. -NATIVE OR UNDISTURBED SOIL5. �&ROIJNDCOVER SPACING 5 BETWEEN CENTERS OF PLANTS EQUAL IN ALL DIRECTIONS. SEE LEGEND FOR CLEARANCE BETWEEN PLANTS AND ADJACENT FLATWORK OR PAVING. NOTE PLANT GROUND LOVERS TO WITHIN 12" OF SHRUB PLANTING PITS, AND/OR TO THE EDGE OF DRIFTS OF PLANTS. 4 SHRUBS NOT TO SCALE 24" HIGH DENSITY POLYETHYLENE ROOTBARRIER WITH INTERLOCKING STRIPS AT JUNCTIONS, PER SPECS. WITH TOP 1/2' ABOVE GRADE. ROOT DEFLECTORS MUST FACE TOWARDS TREE. �r ADJACENT CURB AND/OR PAVING, AS OCCURS 00 a a a 1-1 I I= -COMPACTED OR NATURAL BASE, ROOT BARRIERS ARE SHOWN ON THE PLANTING PLAN. CONFIRM LOCATION 'N/ LAND. ARCH. marks architects architecture interior design retail restaurants space planning master planning lI accredited col 2643 fourth ave. ' son diego cc 92103 619-702-9448 71905 hwy 111 #f roncho mirage cc 92270 760-610-5264 Vo 'o '1 ~)O �a -2 p �D o¢ h a Cq 0 B� U¢ mr rA Z Y a EH U y UJ 0 � a 3 O VP(JpS CAP& 9 �o xTy, wreto �� 03.11.16 C sotol = IANDSCAPE ARCHITECTS w- 6a111 1 www.rnarlksarchfects.com Job Number Sheet jc� L2.1 12'. MIN, STREET PAVING NOTES. ' I. BACKFILL MATERIAL SHALL BE 0 IMPACTED TO A RELATIVE NATIVE SOIL FREE OF COMPACTION OF qo% OR MORE. r LARGE (3" DIA. OR ? ALL PVC, PIPE SHALL LAY FREE GREATER) ROCKS AND IN THE TRENCH WITH NO INDUCED -� X DEBRIS 57RAIN AND WITH SUFFICIENT Q TRENCH MARKER TAPE ALLOWANCE FOR EXPANSION AND d IRRIGATION LATERAL NREGOMMENDED AS BYTHE LPLAASTER a OR MORTAR MANUFACTURER. ly SAND AS PER SECTION 200 OF THE STANDARD 3. ON TAPE f5" WIDE SHALL BE m CLR SPECIFICATIONS, WITH A USED ON ALL THREADED MIN. SAND EQUIVALENCY CONNECTIONS. iR OF 50 SLEEVES WHERE 5HOWN ON PLAN5 (SIZE AS SHO4. THE LETTER W SHALL BE WN) - MIN. 2 X PIPE DIA. STAMPED OR CHISELED ON THE IRRIGATION MAINLINE IM (CURB -SIDEWALK) !! DIREOCTLY ABPROVEMENT THE PRESSURE PIPELINE. i / - DIRECT BURIAL CONTROL WIRE, IN SLEEVE FOLLOWS 5. ALL PLASTIC PIPE UNDER II JOINT TRENCH EXCEPT ® PAVEMENT SHALL BE INSTALLED IN PULL BOXE5 A PVC SLEEVE. rv� � b. MINIMUM CLEARANCE BETWEEN PRESSURE PIPES SHALL BE 2". GLR. JOINT TRENCH NOT TO SCALE IRRIGATION NOTES I. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEMS THAT ARE COMPLETE AND FUNCTIONING IN EVERY WAY. 2. PLANS ARE PRECISE, AND YET DIAGRAMMATIC. PRECISE LOCATION OF HEADS SHALL BE FIELD ADJU57ED TO MEET MINOR VARIATIONS IN PLAN. 3. CONTRACTOR SHALL CHECK AND VERIFY ALL 51TE CONDITIONS, UTILITIES, AND SERVICES PRIOR TO TRENCHING. 4. CONTRACTOR SHALL CHECK AND VERIFY WATER PRE55URE OF -15 P51 AT POINT OF CONNECTION (P.O.C.) FOR SHOPPING CENTER LOCATED AT 6A5 STATION PRIOR TO 5E6INNIN6 OF WORK. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCY. 5. POINT OF CONNECTION (P.O.C.) SHALL BE AT EXISTING CVWD IRRIGATION WATER METER FOR SHOPPING CENTER LOCATED AT 6A5 STATION. GVWD TO PROVIDE A NEW REDUCED PRESSURE BAGKFLOW PREVENTER FOR THI5 PROJECT -IF NON - EXISTENT. 6. DIRECT BURIAL CONTROL WIRE SHALL BE 24 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC, INSULATED GABLE RATED FOR DIRECT BURIAL APPLICATION5, UF, UL APPROVED, 14-6AU6E (MINIMUM) CONTROL ARE, 12-GAUGE (MINIMUM) FOR COMMON GROUND RETURN WIRE. 51ZE OF WIRE FOR RUNS OVER 1000' LON6 SHALL BE PER MANUFACTURER'S SPECS. NEUTRAL WIRES: WHITE (#12 AW6), DO NOT INTERCONNECT NEUTRAL WIRES BETWEEN CONTROLLERS. PILOT WIRES: (#14 AW6), USE AS MANY AS NECESSARY AND OF DIFFERENT COLORS SPARE WIRES: TWO (2) RED (# 14 AW6) FROM FURTHEST VALVE OR MANIFOLD TO EACH CONTROLLER. T. CONTRACTOR TO PROVIDE TWO EXTRA CONTROL WIRES AT FURTHEST VALVE BACK TO THE CONTROLLER AND (ALT ITEM) ONE EXTRA WIRE FROM EACH VALVE BANK BACK TO CONTROLLER. 8. IN -LINE WIRE SPLICES SHALL BE MADE ONLY IN PULL BOXES, OR PLASTIC VALVE BOXES, WITH WATERPROOF SEALING PACKETS. q. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC., UNLE55 OTHERWISE NOTED. 5LEEVIN6 SHALL BE MARKED AT EACH END OF FLATWORK OR WALLS BY A PAINT DOT. 10. CONTRACTOR SHALL NOTE LOCATIONS OF TREES ON PLANTING PLAN AND SHALL ROUTE IRRIGATION PIPE AND PLACE HEADS TO PREVENT CONFLICTS WITH TREE PLANTING. GROUP VALVES IN BOXES, PARALLEL TO EACH OTHER, IN PLANTING AREAS. LOCATE PIPE ALONG EDGE OF PLANTING AREAS WHEREVER POSSIBLE, II. ALL PIPE AND WIRE UNDER VEHICULAR USE AREAS AND PAVING SHALL BE 36" DEEP AND INSTALLED IN PVC, SCHEDULE 40 SLEEVES, SLEEVES SHALL BE AT LEAST TWIGE THE DIAMETER OF THE PIPE OR ARE BUNDLE TO BE ENCLOSED, WITH A MINIMUM OF 2" SIZE. 12. FLUSH ALL PIPES GLEAN PRIOR TO INSTALLING XERI-EMMITERS 13. OBTAIN AN IRRIGATION GOVERA6E APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. CONTACT LANDSCAPE ARCHITECT AT LEA57 24 HOURS IN ADVANCE OF DESIRED INSPECTION TIME. 14. CONTROL WIRES SHALL BE BUNDLED WITH ELECTRICAL TAPE AT @'-O" INTERVALS AND BURIED BENEATH MAINLINE WHERE P0551BLE OR AT THE SAME DEPTH A5 MAINLINE ALONG ED6E5 OF PLANTING AREAS. 15. ALL "DRIP" IRRIGATION DEVICES, SHALL HAVE VALVES THAT SERVICE "DRIP" IRRIGATION AND SHALL BE INSTALLED WITH AN APPROVED FILTER, PER PLAN. 6. ALL TRENCHES SHALL BE WETTED AND REGOMPACTED TO 90% MINIMUM UNDER FLATWORK AND 55% IN PLANTING AREAS. 11. SYSTEM CONTROLLER SHALL BE SUPPLIED WITH THE CORRECT BATTERY BACK UP AND CONNECTED TO A RAIN 5EN50R SHUTOFF DEVICE AND MOISTURE SENSOR, PER PLAN. IS. CONTRACTOR'S MAINTENANCE PERIOD SHALL NOT BE TERMINATED UNTIL THE FOLLOWING CONDITIONS ARE SATISFIED AND APPROVED BY THE LANDSCAPE ARCHITECT: A. VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL 5EQUENCE AS INDICATED ON PLANS. B. PROVIDE PLASTIC SEALED DIAGRAMMATIC PLAN OF SYSTEM IDENTIFYING STATION NUMBERS AND AREA THEY WATER; MOUNT INSIDE EACH CONTROLLER. 0. CONTRACTOR SHALL MOUNT IRRIGATION SCHEDULING GUIDELINES (PROVIDED BY LANDSCAPE ARCHITECT) IN A PLASTIC SLEEVE IN THE CONTROLLER BOX. CONTRACTOR 15 REQUIRED TO USE MULTIPLE STARTS FOR EACH VALVE TO ACHIEVE DEEP WATERING. D. "A5-13UILT" DRAWIN65 SHALL INCLUDE LOCATIONS OF ALL MAINS, VALVES, SOURCE OF ELECTRICAL POWER FOR CONTROLLER CLOCK, CONTROL WIRE SLEEVES, AND BELOW GRADE HEADS, IF DIFFERENT THAN PLANS. LOCATE BY DIMENSIONING FROM TWO FIXED POINTS (CONTRACTOR MAY USE A BLUEPRINT OF THE SPRINKLER PLAN AND EDIT IN PERMANENT RED INK FOR THE A5-BUILT DRAWIN(5.) 15. PROVIDE THE FOLLOWING TOOLS AND MATERIALS AS PART OF THIS CONTRACT: A. ALL EQUIPMENT OPERATION MANUALS AND GUARANTEES. B. I PLASTIC SEALED DIA6RAM OF SYSTEM AREAS. 6ET REDUCED PRINT FROM LANDSCAPE ARCHITECT. G. I AS -BUILT DRAWINGS. D. 2 SETS OF AUTOMATIC CONTROLLER KEYS FOR EACH CONTROLLER. E. I QUICK COUPLER VALVE KEYS AND I HOSE SWIVEL AND BIBB ASSEMBLIES. NOT TO SCALE CONNECTORS I 2' DIW- LOOP PVC-------, LATERAL PVC MALE ADAP ER UNION BRIGK (OPTIONAL) IN MIDDLE FINISH GRADE MAX. 11.1 BELOW VALVE BOX TOP IN NON LAWN AREA AIRE --WI CONNECTORS 12" DIAM. 1� LOOP. =I n RED BRASS NIPPLE RED BRASS 45' ELL RED BRA55 NIPPLE FVC FEMALE ADAPTER RED BRASS UNION MASTER VALVE NOT TO 50ALE PVC 5X5 ELL (q0% IS" MIN. FINISH GRADE (A/ PLASTIC VALVE BOX E MULCH) BELOW LID AV U.V. INHIBITORS BO VALVE BOX TOP IN PER SPECS. SHRUB PLANTING AREA _ ACTUATED 6LOBE =II VALVE FVG MALE ADAPTER PVC 5GH. 40 NIPPLE P G SXS ELL FVG. SGH. 40 NIPPLE PVC TEE OR ELL PVC MAIN PEA GRAVEL. 4" MIN. DEPTH PLASTIC, VALVE BOX W LID III ,III SOLENOID ACTUATED =- GLOBE VALVE - RED BRASS NIPPLE RED BRASS 45' ELL RED BRA55 NIPPLES PVC FEMALE ADAPTER FLOW PVc MAIN \ RED BRA55 45° ELL J PEA GRAVEL 4" MIN. DEPTH FIN15H GRADE (Al MULCH) 1/2" BELOW VALVE BOX TOP IN SHRUB PLANTING AREA ----------- I DRIP REMOTE CONTROL VALVE NOT TO SCALE RAIN/SOLAR SENSOR MO1NT- AT BUILDING SAVE FOR MF&R5. SPECS. MUST BE EXPOSED TO SAVE UN055TRUCTED THE SUN, RAINFALL AND CLEAR OF IRRIGATION SPRAY. -�F-NISH GRADE 4-INCH GRATE r y (INCLUDED) I" FEBGO TA REDUCED COPPER UNION, PRESSURE SACKFLOW BUBBLER: MOD. #PCB, (INCLUDED) ALT. ITEM IF BALL VALVE A5 REQb BY BALL VALVE F CHECK VALVE (INCLUDED)MODEL PEA GRAVEL (OPTIONAL) REQUIRED: WILKING A6ENCY WILKIN5 850 C TODED) PRESSURE SERIES, TYPICAL, LINE SIZE SREESU AT'R THREADED COPPER RISER WRAPPED IN POLYETHYLENE q� 1/2-INCH PVC 5CH 80 NIPPLE (INCLUDED) rx CONCRETE PAD, 2" ABOVE += tl 1/2-INCH qO-DEGREE ELBOW (INCLUDED) FINISH GRADE GRADE, SIZE PER ENCLOSURE DIMENSIONS t NOTES _ 12-INCH SWING A55EMBLYI 1H I I III III I I I I =1 11 1 I I11= INCLUDED) FIII 1- LATERAL PIPE SCH. 80 FV 5XT COPPER ELL (q0°) _ FEMALE ADAPTER FLOW DIRECTION - I/2-INCH MALE NPi ►►-!III INLET(INOLUDED) � �- FROM METER GONGRETE 15"L- -- PVC, 5CH 40 TEE OR ELL PVC IRRIGATION THRUST BL12"OCK MAINLINE THRUST BLOCK Q 4-INCH BASKET WEAVE INSET ^ NOTES: I. ALL PIPING FROM THE METER THROUGH WRAPPED A5 REOV BY AGENCY. CANISTER. (INCLUDED) THE BACKFLOW PREVENTER SHALL BE T. INLET FI7TING5 TYPICAL TO OUTLET TREE (SEE PLANTING PLANS ROOT WATERING SYSTEM, d PLANT LEGEND) TYPICAL, PER INSET 'A. FINISH AT LEFT ROOTBALL GRADE TYPE M OR L COPPER WITH SOLDERED FITTINGS. PREVENTER IN ASSEMBLY JOINTS. 6. SHALL BE TESTED 2. ALL FITTINGS AND NIPPLES SHALL BE SHALL TI TESTED UPON INSTALLATION EF COPPER. A CERTIFIED BAGKFLOW DEVICE TES 3, CLOSE NIPPLES SHALL NOT BE USED. CONTRACTOR TO PROVIDE THE ENGINEER 4. TEFLON TAPE 6" WIDE SHALL BE USED WITH WRITTEN TEST RESULTS COMPLETED N'A r•-- ON ALL THREADED GONNEGTIONS. BY A CERTIFIED BACKFLOW DEVICE 77 B. CONCRETE PAD SHALL BE 26" WIDE d 5" TESTER PRIOR TO THE BACKFLOW _ II THICK (520-G-2500). PREVENTER ASSEMBLYS ACCEPTANCE B _ 6. ALL PIPE BELOW GRADE SHALL BE THE ENGINEER. III IIII RED. PRESS. BAGKPLOW PREVENTER NOT TO SCALE PVC LATERAL 1 1- LINE (SEE FLAN - IIII T" DIA, VALVE BOX III III 1 l -IIIIII: FOR S12EJ SUPPLEMENTAL TREE ROOT_F =1 1 1 1=1 -III-III- =1I-III �I WATERING SYSTEM NOT TO SCALE III _-IRE TO INTERFACE PANEL 16" 6A. MIN. ARE SIZE, MAX EIRE RUN 1000 FT, NOTE: CONTRACTOR TO SUPPLY AND INSTALL FADE OF �\ WIWI. BATTERY WITH EXTERIOR THIS INSTALLATION WALL BUILDING WALL. AUTO CONTROLLER PER PLANS AND FLOW 5EN50R PVC, MAINLINE SPECS, IN A LOCKABLE VANDALPROOP, STAINLESS STEEL 1 JUMBO PLASTIC VALVE BOX W/ U.V. INHIBITORS PER 5PEG5. DRIP CONTROL ZONE KIT WIRE CONNECTORS (W/12" LOOP) _ m IIII I III- I II POLY LATERAL LINE (TO j I EMITTER5) - II I I FLOW - o - ONTROL WRB5 51N6LE-OUrLET 10-32- THREADED INLET X BARB OUTLET EMITTER: RAIN BIRD XERI-BUG 1092 EMITTER PEA GRAVEL. 4" MIN. DEPTH NOT TO SCALE BRICK (OPTIONAL) IN MIDDLE v VALVE BOX LID W/ U.V. u (PURPLE COLORED). FINISH GRADE OF MULCH LINE FLUSHING� VALVE I I TLO5OMFV-I I I� ROUND PLASTIC, VALVE BOX -. ��9�: 1 ':%/?%/�/�� POLYFLEX R15ER �� /�� AND ADAPTER FINISH GRADE 1��%��/\� ASSEMBLY: RAIN BIRD PFR-FRA PVC, SCH 40 TEE OR ELL WG LATERAL PIPE UNMORTARED 5RI( SUPPORTS (TWO) 3/4" GRAVEL SUMP NOTE (I CUBIC FOOT) - I, RAIN BIRD XERI-BUG 10-52 THREADED INLET X BARB OUTLET EMITTERS ARE AVAILABLE IN THE FOLLOWING MODELS: XB-OSPG-1032 05 &PH XB-IOPC-1032. 1.0 6PH X5-20PC-1052 2D 6PH RAIN / SOLAR SENSOR THREADED EMITTER � NOT TO SCALE LINE FL NOT TO SCALE � NOT TO SCALE ENCLOSURE, PER LEGEND OR BRICK APPROVED EQUAL, WAMOUNT LL PER MFSRS PER SPECS. MAKE ALL CONNECTIONS INSIDE GA@INLT, 5 X PIPE m 10 X PIPE m UPSTREAM -MIN 11Y RIG 1D CONDUIT, PAINTED -/// �i" DIA. GRAVEL TO MATCH SURROUNDINGS. SUMP. 6" X 6" FLOW SENSOR - MIN. 5/4 " RIGID CONDUIT, PAINTED TO MATCH SURROUNDINGS, FOR NOT TO SCALE 120V POWER BUPPLY. PROVIDE &ROUND WIRE FOR C.ONT.-.R. p . COORDINATE POWER SUPPLY CONNECTION W/ OWNER. VALVE BOX ulmmlw� I wmu,n�uxnl : n nlnn n nu nlun In III ANCHOR CONDUIT TO WALL W/ IIII - 6ALV. PIPE CLAMPS AND - L--� -I - APPROVED ANCHORS. FINISH GRADE III III BALL VALVE DIA. GRAVEL MAINLINE III - - III _ -� III- III= II=1II= SUMP. 6" X 6" -I1I SWEEP ELLS TYP I?OV TO POWER SUPPLY. CONTROLLER BALL VALVE NOT TO SCALE H05E BIBS (CHAMPION >E 34Q) 51TOR5 SUPPLY I KEY/HOSE BIBS rti VACUUM BREAKER (HBV III) ASSEMBLY W/ THIS JOB. 4T� �-� QUICK COUPLER KEY HOSE SWIVEL --- IIIIIII -II QUICK COUPLER VALVE BOX ENCLOSURE WITH LOOSE III LOCKING COVER ------ - -_ - 11= 11 IIIII I I � 1= I I I III -III I III BRA55 =IIII III -III= POLYETHYLENE LATERAL R15ER III l= (OR EXHAUST HEADER) - U IJ U U O U O D U RED BRASS PEA GRAVEL SUMP POLYETHYLENE TUBING 901 ELBOW GU. FT. oo r WITH STAINLESS STEEL v 504. 40 PVC, ADAPTS CLAMP I CU. FT. MIN. GONG. GL 515 PVC MAINLINE THRUST MOCK 1 D INSERT FEMALE ADAPTER STD BRICK (4 REQb) (SIZE A5 REQD) W/ d REDUONG BUSHING MPT X 1/2" FPT rvi -'' � COMPACTED OR y� RED BRA55 NIPPLE NATIVE SOIL 1 1 8" LONG IN(S VALVE QUICK COUPLER VALVE IN BOX Ta k, ij I marks architects architecture interior design retail restaurants space planning master planning leetl accredited rasp 2643 fourth ave. son diego co 92103 619-702-9448-9448 71905 hWV 111 #f rancho mirage ca 92270 760-610-5264 o �c h C4 mLL U_0 >r w m� oN w 92 'm b o IQ g 2 � M a a a a `PNpS CAPF.9 4� tr. 801`40 11 FOR Sot" u° ° UWDSCAPE FRCHf1ECT5 w�ww. lbowreio.can www. marksarchitects. com Job Number Sheet L2.1 179,1' VACUUM CANOPY ---------------------------------------------------------------------------------------------- ■ ■ ■ ■ ■ 4,680 SF CAR WASH TENANT IMPROVEMENT NOT A PART OF THIS r%"RMITT/' 51 6,000 SF 1 STORY BUILDING CONVENIENCE STORE AND DELI A1.1 TEimAlirtl i imwnuvrIVYr.N I 9. Not A PART OF THIS SUBMITTAL BUILDING FLOOR PLAN SCALE: 11b„_,,_o„ ■ ■ ■ rem marks architects architecture interior design retail restaurants space planning master planning leed accredited case 2643 fourth ave. son dlego ca 92103 619-702-9448 71905 hwy 111 #f rancho mirage ca 92270 760-610-5264 R a� o Sz s� <i= Lo Na M� Ud Y a Ea o�� W �a��aaa SED ARC /Y C-26463 9-33-27NQ CAS-��C� ncarb certified www. marksarchitects. com Job Nufter Sheet fJ� / 1.0 T32'-4' .11 Y O 26 T-p6' OFI V1 T1 OP OFF $ 9'-0' TOPC COLOR:SW 6364 EGGWHITE COLOR:GOLDEN OAKLEDGECUT COLOR:GOLDEN OAKLEDGECUT COLOR:SW 6364 EGGWHITE BUILDINGS I AND 2 WEST ELEVATION, 51_ALE:1/8"=V CMS E 1 - - - — O. .. . I — - - - - MFR: EL DORADO STONE MFR'SHERWIN WILLIAMS BUILDINGS I AND 2 COLOR:GOLDEN OAKLEDGECUT COLOR:SW 6364 EGGWHITE EAST ELEVATION 5GALE:1/8"=1' ACUUM lH TYPICAL. marks architects architecture interior design retail restaurants space planning master planning leed accredited casp 2643 fourth ave. son cilego ca 92103 619-702.9448 71905 hwy 111 #f rancho mirage cc 92270 760-610-5264 oIWO Sz s� ai Lo C4 M� N� t o MQ !d � Ea F � � 3 �a��aaa SED ARCy C-26463 9-33-2p017 ncarb certified www. maftarchitects. com Job Number Sheet AU COLOR:GOLDEN OAKLEDGECUT COLOR'. SW 6364 EGGWHITE COLOR GOLDEN OAKLEDGECUT COLOR: GOLDEN OAKLEDGECUT COLOR SW 6364 EGGWHITE COLOR: GOLDEN OAKLEDCECUT BU I LD I NG5 1 ?AND 2 NORTH ELEVATION SGALE:I/8"=1' BU I LD I N65 1 ?AND 2 5OUTH ELEVATION 51-ALE:1/8"=1' marks architects architecture interior design retail restaurants space planning master planning leed accredited case 2643 fourth ave. son cilego ca 92103 619-702.9448 71905 hwy 111 #f rancho mirage cc 92270 760-610-5264 oIWO Sz s� ai �Q C4 M� N� t o MQ Ea W wN 3 SED ARCy C-26463 9-33-27NQ ncarb certified www. maftarchitects. com Job Number Sheet A I.07 14'-lU TOP OF CANOPY 179-1" a VACUUM CANOPY --------------------------------------------------------------------------- I I I I I I F I I TOP OF PARAPET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I I I I I I II I I III II II I --� - - - - - - - - - I II II I I � 26 6" TOP OF TOWER I I II ___I -----__-- LLs ___ ZJ L- L� J 32'-2" TOP OF TOWER NOTE: ALL ROOF TOP EQUIPMENT TO BE SCREENED BY PARAPET BUILDING ROOF PLAN 51—ALE:1/8"=1'-0" N C marks architects architecture interior design retail restaurants space planning master planning leed accredited case 2643 fourth ave. son dlego ca 92103 619-702-9448 71905 hwy 111 #f rancho mirage ca 92270 760-610-5264 o a r°A o Sz s� <i= �Q Na M� N� ro %a `mom Ey F � � S cD ARC C-26463 9� -2 �117 N Q �TF 0" ncarb certified www. moftarchitects. corn Job Nurrber Sheet fJ� /�/ / :2 .O MW 18'-6" _ TOP OAF CANOPY TOP OF sLAB I I �I - - - - 'J - ------- COLUMN I `- BUMPER TYPICAL POST &1MPER TYPICAL -_-- P05T BUMPER TYPICAL _ CONTROL JOINT5 TYPICAL U.O.N.. _r T J CONTROL JOINT5 TYPICAL U.O.N. - PO, - - rT- - - - - - - - III -[° - - - - - - - L,� E _ _ _ _ _ _ - _ _ _ - _ _ _ r,-- _ _ _ - O 'I ENANT IMP VEMENT NO 1PART OFT IS SUBMITTA 6A5 STATION CANOFY FLOOR PLAN 51-A1-E:1/&"=1'-O" ` = pp IINI Iiai pli Inl fli ills' lil ❑ ❑ CJ ❑ CJ ❑ ;II? ❑ ❑ „II II! III'ull 'j411I ��I� ICI 19 lli 'Ill' iilli iilli illl jiii lillli lillli Idli i'pp' II',i V!I PSI 'I'Il I!II I{l{lli jfll Illli IIIII IFII Itll a rl.K1 r„% r� qJ ❑ III ❑ ❑ 41 01 ❑ CJ ❑ ra ra rs rs rs I� Nh lll� iilJ ❑ IIIII ❑ Ll Sl ll lJ 01 CJ III 14111 IIII Igll Ijlll 6A5 STATION CANOPY 511;)E ELEVATION e 5CAL61/8"=1'-0" V TOP OF CANOPY $ T,5 � ToaoFslna GAS STATION CANOFY ROOF PLAN GAS STATION CANOPY FRONT ELEVATION 5CALEd/5"=1'-0" marks architects architecture interior design retail restaurants space planning master planning leed accredited casp 2643 fourth ave. son dlego ca 92103 619-702-9448 71905 hwy 111 #f rancho mirage ca 92270 760-610-5264 R o ai N Ud si a si E_ F ap � � w 3 Y �a��aaa SED ARC /Y C-26463 9 9-330-2p017 TF 0" ncarb certified www. maftarchitects. com Job Nurnber Sheet All CAR AA5H ENTRY CANOPY FLOOR PLAN SLALE We-_,. h 18-6' _ TOP OF CANOPY $ 6i-6i 4 TOP OF SLAB OAR WASH ENTRY CANOPY r—RONT ELEVATION e h 18.6 4 TOP OF CANOPY � TOP OF SLAB OAR WASH ENTRY OANOPY 51DE ELEVATION 50ALE:1/8"=1'-O" marks architects architecture interior design retail restaurants space planning master planning leed accredited calp 2643 fourth ave. son dlego ca 92103 619-702.9448 71905 hwy 111 #f rancho mirage cc 92270 760-610-5264 oIWO Sz s� ai �Q Na M� N� t o MQ Ea SED ARCy C-26463 9-33-2p017 ncarb certified www. maftarchitects. com Job Number Sheet fJ� /�/ //� / :2.` 2,300 SF 1 STORY BUILDING A, W TENANT 1MFKUV t1V11=N- A NOT A PART OF THIS SUBMITTAL BUILDING 3 FLOOR PLAN SGAL.E.1/5"=1'-0" _ — — r- 1II ® N N I I I IL --- jI IL---�I 5UILDING 3 ROOF PLAN 51-ALE:1/8"=I'-0" NOTE: ALL ROOF TOP EQUIPMENT TO BE SCREENED BY PARAPET marks architects architecture interior design retail restaurants space planning master planning leed accredited cusp 2643 fourth ave. son dlego ca 92103 619-702-9448 71905 hwy 111 #f rancho mirage ca 92270 760-610-5264 o oIWO Sz �c �Q Na M� N� t o MQ m� Ea SED ARC /Y C-26463 9-330-207NQ OF ncarb certified www. maftarchitects. com Job Nufter Sheet A3.0 MFR:SHERWIN COLOR:COPPE Y TOP OF TOWER h 19_0 4 TOP OF PARAPE ...OLOR...._.' 8W6108 LATT.E . V CCOLOR:OOLDEN OAK LEDOECUT BUILDING 4 NORTH ELEYATION� SCALE: 1/8"=1' wwn: swoiva u�i is —n,uuwcry unrc�cuueuui BUILDING 4 50U7H ELEVATION 5GALE: 1/8"=1' V TOPOFTOWER TOP OF PARAPET 4 TOP OF PARAPET COLOR: SW6108 LATHE COLOR :GOLDEN O K LEDGECUT BUILDING 4 WE57 ELEVATION 5GALE: 1/8"=1' MFR'.SHERWIN WILLIAMS COLOR:SW 6364 EGGWHITE _ 26-6 TOP OF�" A MFR:SHERWIN WILLIAMS COLOR:SW 6364 EGGWHITE 19'-0 TOP OF OF PARAPET RADO STONE COLOR:GOLDEN OAKLEDGECUT 1o1 MFR:SHERWIN WILLIAMS COLOR'. SW6108 LATHE BUILDING 4 EA5T ELEVATION /,j 5GALE: 1/8"=P 26'-6' TOP OFTMER 9'-0' TOP OF PAS 1S'-00 — —TOP OF P marks architects architecture interior design retail restaurants space planning master planning leed accredited case 2643 fourth ave. son cilego ca 92103 619-702.9448 71905 hwy 111 #f rancho mirage cc 92270 760-610-5264 o a� oIWO Sz s� ai rn Q Na M� 0� t o s; Ea Z V g a W SE0 ARCiy C-26463 q-30-20 E7 s OF ncarb certified www.morksorchitects.com Job Number Sheet A5.1 A A3.1 a' -a' 3,700 SF 1 STORY BUILDING °TENANTIMPROVEMENT NOT A PART OF THIS SUBMITTAL D A3.1 BUILDING 4 FLOOR PLAN 50ALE:1/5"=1'-0" BUILDING 4 ROOF PLAN 50ALE:1/5"=1'-0" NOTE. ALL ROOR TOP EQUIPMENT TO BE SCREENED BY PARAPET marks architects architecture interior design retail restaurants space planning master planning leed accredited case 2643 fourth ave. son dlego ca 92103 619-702-9448 71905 hwy 111 #f rancho mirage ca 92270 760-610-5264 o o Qi= �Q Na M� N� t o MQ m� Ea wN 3 SED ARCy C-26463 9 �uo117 TF 0 CP,0F ncarb certified www. maftarchitects. com Job Nufter Sheet fJ� / 4.0 TOPY OF 7pWLR 191 ' TOP OF MFR:EL GOP ._,..,. _.... COLORGOLDENOA�LEDGECU, 1 W' TOPET h 13'-0" 4 BOTTOM OF TREWS COLOR: SW6108 LATTE BUILDING 3 BOUTH ELEVATION 5GALE I/5"=1' COLOR: GOLDEN CAKLEDGECUT COLOR:SW 6364 EGGWHITE COL OH GOLDEN OAKLEDGECUT COLOR: SW6108 LATTE COLOR SW 6364 EGGWHITE BUILDING 3 NORTH ELEVATION SGALE:1/b"=1' ,PER COLOR 4L ROOF :SHERWIN WILLIAMS OR:COPPER 28-6 OF TOWER 190 7F PA S COLOR:SW 6364 EGGWHITE COLOR: SW6108 LATTE BUILDING 3 WEST ELEVATION /Al 5GALE, I/5"=1' COLORSW6108 LATTE COLOR SW 6364 EGGWHITE BUILDING 3 EAST ELEVATION 5GALE:/&"=1' 19' ARA marks architects architecture interior design retail restaurants space planning master planning leed accredited carp 2643 fourth ave. son cilego ca 92103 619-702.9448 71905 hwy 111 #f rancho mirage cc 92270 760-610-5264 o a ih oIWO Sz s� ai Lo C4 M� N� t o MQ !d � Ea SED ARC /Y C-26463 0-0117 ncarb certified www. maftarchitects. corn Job Number Sheet A4.I 422'-10" 193'-11" 35'-0' 193'-11" 45'-3" 7'4" 3211" 7'-8" _____________________ ___ 65'-0' __________________ 28'•6* _____________________11 29-U 654, 7'-8' 7W 46-3' $'-E• I I III II- - - - ----- II I --II 0 I I III I Q II---- I I li - - - --------_ _- II II II II 7 I I I I i I li I i I I I iII BLUILDING 5 i i i I I I I it li - - - - - - - I I i i i I I I I I I I I I I I I I $LUILDING 6 ITENANTIMPROVEMENT: I I ! ! ! I ! I iTENANTIMPROVEMENTIII - NOT A PART OF NOT A PART OF i THIS SUBMITTAL II II � I I I I i I 180'-8' j i I I I i I 49'-6' i THIS SUBMITTAL I I I I I 180' 8" 7�; BLU I LD I NG5 5 $ 6 F I R5T FLOOR PLAN SGALE:1/111 '-0" O 422-10" TRUE REFERNCE 193'-11" 35'-0' 193'-11" 454" 7'-8" 32'_11 • 7'-8" 66'-4' ____________________ 28'-6" ___ i_ ____________________ Z8'-8" 66'-4" 7'-8 V 11" 7';8' 45' 3- II m II Fv'l Irv, j II I II I II II II II I III / II II II III I I II II III III I I II II i I I BLUILDING 5 I I i I I I I I I I i I I I i I I I I BLUILDING 6 I - TENANTIMPROVEMENTI TLNAN iMPROVILMENT NOT A PART OF NOT A PART OF THIS SUBMITTAL I I li i I I i i I f i THIS SUBMITTAL i I I i li li so'a' as'-s' an a BLU I LD I NG5 5 $ 6 55GONI;) FLOOR PLAN 5GALE:1/16"=1b" O TRUE REFERNCE marks architects architecture interior design retail restaurants space planning master planning lead accredited casp 2643 fourth ave. son dlego ca 92103 619-702-9448 71905 hwy 111 #f rancho mirage ca 92270 760-610-5264 R a� o s� <z In Q Na M� L O MQ Ea o W SED ARC /Y C-26463 9-3 -2017 ncarb certified www. maftarchitects. corn Job Nufter Sheet fJ� / ,5.0 METAL COPING - COLOR COOPER STANDING SEAM METAL ROOF COLOR COOPER �1-01 M M � i i STANDING SEAM METAL ROOF COLOR COOPER BLUILflING5 546 ROOF PLAN 5GAI-E:I1I6"=I'-0" METALCOPING COLOR COOPER NOTE: ALL ROOF TOP EQUIPMENT TO BE SCREENED BY PARAPET marks architects architecture interior design retail restaurants space planning master planning leed accredited case 2643 fourth ave. son dlego ca 92103 619-702-9448 71905 hwy 111 #f rancho mirage ca 92270 760-610-5264 R o Sz s� ai= �Q Na M� N� t o MQ m� Ea wN 3 SED ARCy C-26463 9 32� 0017 ncarb certified www. maftarchitects. com Job Nufter Sheet A5.1 J� / 5 .I S HIGH NOT SH CLARITY COLOR.SW 6364 COLOR: SW6108 LATTE EGGWHITE COLOR:GOLDEN OAKLEDGECUT COLOR: SW6108 LATTE COLOR.GOLDEN OAKLEDGECUT COLOR. SW6108 LATTE COLOR: SW6108 LATTE NOTE: WAMS COLOR: SW6364 EGGWHITE COLOR: SW6108 LATTE BLUILDINGS 5$6 NORTH ELEVATION SCALE: 1/16"=1' COLOR. GOLDEN OAKLEOGECUT COLOR. SW6108 LATTE COLOR'. SW6364 EGGWHITE COLOR: SW6108 LATTE COLOR: SW6364 EGGWHITE NOT SHOWN FOR COLOR:GOLDEN OAKLEDGECUT CLARITY BLUILDING5 5$ 6 SOUTH ELEVATION /) 30-6 iRAPEf y 16' 0" E 5110 JAMS COLOR:GOLDEN OAKLEDGECUT COLOR: SW6108 LATTE COLOR: SW6108 LATTE BLUIL7ING 5 EAST ELEVATION 5GALE:1/16"=1' COLOR', SW6108LATTE 5LUILDINC75 6 JNE5T ELEVATION SCALE.1/16"=l' (BETWEEN BUILOIN(55) D NNEL marks architects architecture interior design retail restaurants space planning master planning leed accredited casp 2643 fourth ave. son cilego ca 92103 619-702.9448 71905 hwy 111 #f rancho mirage ca 92270 760-610-5264 o a$ � o Sz s� ai Lo C4 M� 0� U o MQ Ea o�� W SED ARC /Y C-26463 9 321 0017 ncarb certified www. maftarchitects. com Job Number Sheet A5.2