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HomeMy WebLinkAboutOV1801836 J��EY qA/ \ate \9 N: to: �°UNDED 191 Town of Oro Valley Stormwater Utility/Public Works Department July 9, 2018 Kevin Hall, PE Cypress Civil Development 2030 E. Broadway Blvd., #110, Tucson, Az. 85719 Office: (520) 499-2456 Subject: OV1801836, El Conquistador Spa, Drainage Statement and Conceptual Site Plan, 1st Submittal, Stormwater Acceptance Dear Mr. Hall, The Oro Valley Stormwater Utility has completed a substantive review of the Drainage Statement and Conceptual Site Plan prepared by you, dated June 26, 2018. Based on review of this information, the subject Drainage Statement and Site Plan are acceptable by the Stormwater Utility and we have no further comments. Technical accuracy and conformance to the current minimum design standards and requirements of the Town of Oro Valley, and other applicable standards, are the responsibility of the design engineer. If you have any questions, please call me at (520) 229-4818. Sincerely, Justin Turner, PE, CFM Senior Stormwater Engineer cc: S:\PERMPLUS\DOCS\OV1801836 El Conquistador Spa\Stormwater\1 st Submittal Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley,Arizona 85737 www.orovalleyaz.gov I phone:(520) 229-4800 I fax: (520) 742-1022 Ioi.)0,4 oestolop DRAINAGE STATEMENT FOR EL CONQUISTADOR SPA OV-18_ �� AM ,t! Town of Oro Valley, Arizona .�l JUN a 20-18 NAVD 88 1111 22 JUNE 2018 131r: PREPARED FOR HSL El Conquistador LLC 3901 East Broadway Boulevard Tucson, Arizona 85711 DESCRIPTION Parcel #: 220-13-015C S.W. %of Section 18,Township 12 South, Range 14 East, G.&S.R.M., Oro Valley,Arizona. PREPARED BY o�ess Qa C F 376IN 24M. � KEV E CIVIL DE LOPMENT % HALL 4. d strength + sustainability 9A�2oNA —S Ow xplres 06/V11'- 2030 east speedway boulevard, #110 tucson, arizona 85719 CYPRESS # 17.095 TABLE OF CONTENTS PURPOSE 2 PROJECT DESCRIPTION AND LOCATION 2 EXISTING CONDITION 2 DEVELOPED CONDITION 3 FIRST FLUSH 4 CONCLUSION 4 APPENDICES A Location Map, Downstream Direction Map, Offsite Watershed Map and FEMA Map B Existing Conditions Watershed Map, Existing Hydrology Computations C Developed Conditions Watershed Map, Developed Conditions Hydrology 1 PURPOSE The intent of this Drainage Statement is to discuss the existing drainage conditions present at the site where a new development is planned on a previously developed parcel and to describe the proposed drainage of the site in the developed condition. The parcel is located at the southwest corner of El Conquistador Way and Lipscomb Way, #220-13- 015C, in Oro Valley, Arizona. PROJECT DESCRIPTION AND LOCATION The Project Site is located in the southwest.%of Section 18,Township 12 South, Range 14 East, G.&S.R.M, in Oro Valley, Arizona. The property is a 3.08 acre parcel that is currently developed as an overflow parking lot for the El Conquistador Resort. The proposed project consists of constructing a new spa building situated within the existing parking lot and improving the parking and access lanes and the construction of a driveway at the northern end of the parking lot. The site is bounded by El Conquistador Way to the north, Lipscomb Way along the eastern border, golf course along the western border and a the El Conquistador Resort along the southern boundary(seeAppendixAforLocation Map). According to the Federal Emergency Management Agency Flood Insurance Rate Map Panel No. 04019C1089L, dated June 16, 2011, the project area is located in un-shaded Zone X, which is designated as an area determined to be outside of the 500-year floodplain (see Appendix A for FEMA FIRM Map). EXISTING CONDITION The Parcel lies within the foothills and is predominantly desert brush ground cover vegetation. Soils within the site are classified as 100% hydrologic soil group "C". The existing site is a parking lot situated on a ridge resembling a plateau. All around the parking lot, on the north, east and west sides are steep slopes. The southern end is the access driveway that slopes downward into the parking area at a 2 to 3 percent gradient. The eastern side adjacent to Lipscomb Way is elevated 20 feet above the roadway at the northern end and just a few feet higher at the southern end of the site. On the western boundary there is dense, natural desert vegetation as the topography slopes down at an average of 20 percent toward the golf course. The northern tip of the site is heavily vegetated with mature trees and desert brush as this is a shallow retention/water harvesting area. 2 There are two onsite watersheds and one offsite watershed impacting the site development. The single offsite watershed for this site generates approximately 19.6cfs at the southern end of the site from 2 acres that consists of the hotel entry and lobby and parking area. This stormwater is received on site at the southern entry to the parking lot (see Appendix A for Offsite Watershed Map and offsite hydrology calculations). Onsite watershed El is 1.7 acres in size and generates a total of 16.7cfs during the 100- year event. It is split into two subwatersheds that have different exit points(see Appendix B for Existing Hydrology Calculations). Runoff from approximately half of the existing parking lot, on the western side flows in the northwestern direction within the parking and access lane (PAAL) toward a swale through a curb opening at the northwest corner of the parking lot(Concentration Point CP 1.1) and ultimately into the golf course at the bottom of the hill. There are multiple curb openings along the way at each group of parking spaces that intercepts some of the stormwater and conveys flow into a shallow swale that is adjacent to and parallel to the parking area. This swale conveys the stormwater to the downhill swale at the northwest corner of the parking lot at CP 1.1. Runoff from the eastern half of the parking lot flows in a north direction toward the northeast corner of the parking lot where it is conveyed through multiple curb openings (at CP 1.2)into the retention area at the north end of the site. Outflow from the retention area is to the north-northwest where it flows down the hill between El Conquistador Way and the golf course and ultimately into the drainage channel at the bottom of the hill(see Appendix A for the Downstream Direction Map). Watershed E2 is the steep sideslope adjacent to Lipscomb Way that is currently undeveloped other than desert landscaping with riprap stabilization on the toe of the slope adjacent to the street. This area is 0.2 acres in size generating 1.5cfs during a 100- year event that flows directly into Lipscomb Way (see Appendix 8 for Existing Conditions Watershed Map). In the 100-year storm event, a total maximum flow of 18.2 cfs is generated onsite, and the remaining areas within the parcel in general, are the hillside slopes that will not change as a result of the development (see Appendix 8 for Existing Conditions Watershed Map DEVELOPED CONDITION In the developed condition, the subwatersheds in E1 changes slightly. The drainage area for CP 1.1 increases and the area draining to CP 1.2 decreases due to the positioning of the new building. Watershed D1 proposes a new, single story building, and driveway 3 loop to the front of the building that is along the eastern boundary and a new driveway pavement behind the new building at the western edge of the site. This slightly increases the impervious cover of the site, however, there will be 2 new areas to utilize as water harvesting areas that were previously covered with pavement. These two new waterharvesting areas in addition to the existing water harvest area south of the new building will reduce runoff prior to exiting the site. Most of existing parking area will remain. The drainage will remain similar to existing conditions: runoff from the western side of the parking lot and building will be conveyed in the north-northwest direction and exit at CP 1.1. Runoff from the eastern side will flow in the same direction into a water harvesting area with the overflow from this area flowing into the retention area through a 12" culvert via a riser or catch basin within the water harvesting area(See Appendix C for Proposed Drainage Plan). All stormwater runoff within Watershed D1 will exit the site and flow down the hill, as it currently does and ultimately into the existing drainage channel west of the site(seeAppendixCfor Proposed Conditions Drainage Map and Developed Conditions Hydrology Calculations). Watershed D2 consists of the new entry driveway off Lipscomb Way. This area is 0.4 acres in size and generates 2.9cfs during a 100-year event. Runoff flows directly into Lipscomb Way and continues northward into Camino Corrida until it reaches an improved drainage channel. Figure 1B illustrates the path of flow from the site and ultimately into the Rooney Wash Tributary(see Appendix A for Downstream Direction Map). The following is a summary of stormwater runoff from the site: CP Existing(cfs) Proposed(cfs) 1.1 7.9 10.6 1.2 8.8 5.7 2 1.5 2.9 Total 18.2 19.2 Total increase from the site is 1 cfs for the 100-year event, the new water harvest areas are large enough contain the runoff volume from 1 cfs,therefore developed site runoff is less than or equal to existing conditions. 4 FIRST FLUSH This project will require water quality protection mitigation measures to satisfy First Flush requirements. The 2-year, one-hour storm water runoff from the paved surface will flow into manufactured First Flush treatment basins located at the back side of the curb openings within the new water harvesting area. CONCLUSION This Drainage Statement is to accompany the Conceptual Site Plan for the El Conquistador Spa. This Statement was written utilizing generally accepted engineering practices and all information herein has been researched through archived documents and all calculations were accomplished through applying the Oro Valley Drainage Criteria Manual, the Standards Manual for Drainage Design and Floodplain Management in Tucson,Arizona and the Stormwater Detention/Retention Manual published by the Pima County Department of Transportation and Flood Control District. The analysis presented in this Statement evaluates stormwater runoff resulting from a statistical evaluation of storm events of particular duration and frequency up to and including a 100-year frequency event. A storm event exceeding the 100-year frequency may cause or create the risk of greater flood impact than is addressed and presented herein. The scope of this assessment does not include evaluation of stormwater runoff resulting from storm events exceeding the 100-year frequency. CYPRESS assumes no responsibility for actual flood damage, increased risks of flood damage, or increased construction or development cost resulting from or related to any such events, nor shall CYPRESS be responsible for any changes in, or additions to, regulatory requirements which may result from, or be related to, any such events or changes in hydrologic or hydraulic conditions within the watershed. 5 APPENDIX A :c) it -�......---- , ;/ ' %, r 4)\\ �, 4\7I � � I" ..........j,„----7, i THIS _ }--�� 35 38 �`'� PROJECT 36.25 ", 1 4-i-ix 2 --, A�n 43-8 „ / \ 15-84 �.:m ` ,.. AD � 2 R J(� 74 i x, .........,r 1 38—/ a p \. �A by��� Ow F ----__-r-- t t is 59-916 0s.. ;.. _„�',/rb s c y /1Jf/ffoi;f/ 8 ''''�� N' "IWASH l 38-44 u5- 3 3 / a. 2 6,a S Rs \17. / f 13 � 111 _.__.._fi._...... 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C)> - m N., = II al o CYPRESS PROJECT NO: 17.095 FIGURE 2 OFFSITEi. - E S 5 It- - 2su°i3te°tteaisitospeedway boulevard!, C Y - ,,, tucson, arizona 85719 WATERSHED MAP CIVIL DE ; LOPMENT ph: 520.4.9.9.2456 cypresscivil.com for EL CONQUISTADOR SPA strength f, sustainability ie jim,-,,- PIMA COUNTY FLOOD CONTROL HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Generated using methonds provided by Pima County Regional Flood Control District Client: Prepared by: DLFT Project Name: El Conquistador Spa Date: 06/11/2018 Concentration Point: Offsite Job # 17.095 Watershed Area: 2 Acres Watershed Type High Density Urbanized Watercourse Data By Reach Reach No. Height (Hi) Length (Li) Slope (Si) Basin Factor (Nb) 1 40 794 0.0504 0.02 Length of Watercourse (Lc): 794 feet Mean Slope: 0.0504 Length to Cen. of Gravity (Lca): 267 feet Weighted Basin Fac: 0.02 Veg. Cover Type(s): Desert Brush Veg. Cover Density: 6 RETURN PERIOD: 100-years NOAA Data Obtained: 2018-06-11 11:52:51 AM Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.3874 Longitude: -110.9599 Duration: 5-min 10-min 15-min 30-min 1-hr 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in): 0.9 1.37 1.7 2.29 2.84 3.17 3.34 3.65 3.99 4.66 Soil Type Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B - - - - C - - - - D 0100 92.5 94.09 0.776 Imp. 69 99 99 0.959 Weighted Runoff Coef. (Cw): 0.9 Time of Concentration: 5 min Rainfall Intensity (i) @ Tc: 10.8 in/hr Runoff Supply Rate (q) @ Tc: 9.74 in/hr PEAK DISCHARGE: 19.6 cfs Calculation performed 2018-06-11 11:53:32 AM by PC-Hydro V6.1 z+ mg oil 2 . A ,-, 2.2 ...0,,, MI '4 g i „,- ,2 a, ,,, 2 o CCi P. t'i-cs= as a - 0 .. ....E0 (00 . 0 s E Ts 5 u. 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(11...(3e) >,ZI ✓� :414 M 70 (7 il) > T rn ' \-: 1 1 r r ///H�r v , ' ''''M ...._\,.,... ,;� /"rr //�i4/ r '''''''\1 V...( -- -- 1,61rk\ t _ K,..,. / ,rl r�/r to,rr��//1/ z e/ rr, f/ti!r.. • • Z " ..--1Z------ 0--- V 4 FIGURE 3 CYPRESS PROJECT N0: 17.095 ea EXISTING CONDITIONS sui2030 te#110stspeedway boulevard DRAINAGE MAP CIVIL DEVILOPMENT tucsonarizona 85719 ph: 520.499.2456 for EL CON UISTADOR SPA trent 1sustainability cypresscivil.corn A lat PIMA COUNTY FLOOD CONTROL HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Generated using methonds provided by Pima County Regional Flood Control District Client: Prepared by: Project Name: El Conquistador Spa Date: 06/26/2018 Concentration Point: E2 Job # 17.095 Watershed Area: 0.2 Acres Watershed Type Suburban Foothills Watercourse Data By Reach Reach No. Height(Hi) Length (Li) Slope (Si) Basin Factor(Nb) 1 21 102 0.2059 0.1 Length of Watercourse (Lc): 102 feet Mean Slope: 0.2059 Length to Cen. of Gravity(Lca): 50 feet Weighted Basin Fac: 0.1 IEVeg. Cover Type(s): Desert Brush Veg. Cover Density: 10 RETURN PERIOD: 100-years NOAA Data Obtained: 2018-06-26 07:08:07 AM PI Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.3874 Longitude: -110.9591 Duration: 5-min 10-min 15-min 30-min 1-hr 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in): 0.9 1.37 1.7 2.29 2.84 3.17 3.34 3.65 3.99 4.66 Soil Type Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B - - - - C 0100 89.1 91.82 0.702 III Imp. 1 99 99 0.959 iii Weighted Runoff Coef. (Cw): 0.7 Notes: Time of Concentration: 5 min Existing Condition Rainfall Intensity(i) @ Tc: 10.8 in/hr Runoff Supply Rate (q) @ Tc: 7.61 in/hr PEAK DISCHARGE: 1.5 cfs I .. I Calculation performed 2018-06-26 07:09:24 AM by PC-Hydro V6.1 tF IML. PIMA COUNTY FLOOD CONTROL HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE +i Generated using methonds provided by Pima County Regional Flood Control District Client: Prepared by: DLFT Project Name: El Conquistador Spa Date: 06/25/2018 '1 Concentration Point: CP1.1 Job # 17.095 ail Watershed Area: 0.821 Acres Watershed Type Suburban Foothills I Watercourse Data By Reach Reach No. Height (Hi) Length (Li) Slope (Si) Basin Factor (Nb) 1 13 263 0.0494 0.021 111 2 9 294 0.0306 0.022 Length of Watercourse (Lc): 557 feet Mean Slope: 0.0378 Length to Cen. of Gravity (Lca): 280 feet Weighted Basin Fac: 0.022 Veg. Cover Type(s): Desert Brush Veg. Cover Density: 10 RETURN PERIOD: 100-years NOAA Data Obtained: 2018-06-25 09:12:22 AM Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.3874 Longitude: -110.9591 Duration: 5-min 10-min 15-min 30-min 1-hr 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in): 0.9 1.37 1.7 2.29 2.84 3.17 3.34 3.65 3.99 4.66 Soil Type Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 0100 83.3 87.42 0.575 I Imp. 80 99 99 0.959 Weighted Runoff Coef. (Cw): 0.88 Notes: Time of Concentration: 5 min Existing Conditions Rainfall Intensity (i) @ Tc: 10.8 in/hr Runoff Supply Rate (q) @ Tc: 9.52 in/hr PEAK DISCHARGE: 7.9 cfs { I I Calculation performed 2018-06-25 11:44:15 AM by PC-Hydro V6.1 ,AA IBIL PIMA COUNTY FLOOD CONTROL HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Generated using methonds provided by Pima County Regional Flood Control District Client: Prepared by: DLFT Project Name: El Conquistador Spa Date: 06/25/2018 Concentration Point: CP1.3 Retention area only Job # 17.095 Watershed Area: 0.44 Acres Watershed Type Suburban Foothills 111 Watercourse Data By Reach Reach No. Height (Hi) Length (Li) Slope (Si) Basin Factor(Nb) 1 4 101 0.0396 0.049 2 26 173 0.1503 0.048 I Length of Watercourse (Lc): 274 feet Mean Slope: 0.0825 Po Length to Cen. of Gravity (Lca): 110 feet Weighted Basin Fac: 0.048 Veg. Cover Type(s): Desert Brush Veg. Cover Density: 40 P RETURN PERIOD: 100-years NOAA Data Obtained: 2018-06-25 09:12:22 AM Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.3874 Longitude: -110.9591 Duration: 5-min 10-min 15-min 30-min 1-hr 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in): 0.9 1.37 1.7 2.29 2.84 3.17 3.34 3.65 3.99 4.66 Soil Type Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 0100 81.2 85.96 0.536 irr C - - - - D - - - - Imp. 0 99 99 0.959 "` Weighted Runoff Coef. (Cw): 0.54 Notes: Time of Concentration: 5 min Existing Conditions In Rainfall Intensity(i) @ Tc: 10.8 in/hr Runoff Supply Rate (q) @ Tc: 5.79 in/hr 7 PEAK DISCHARGE: 2.6 cfs MO Calculation performed 2018-06-25 11:37:01 AM by PC-Hydro V6.1 W APPENDIX C bad Wad bid INN min NM MN 1111111 fr P J 7 r _. 0 f~ ft ,r D ; , C7 ' m+r m^ w „ m1 GI) , — ,/`t _.^........ mow+•..,.,~~ ,,....,m.- „ -_,.-" +w _______----------- :;::: w )>7 1> *m ,~ D O "'�"� -� C7 70 C C w Z v^ ,f Fl�r c.n D ,...:.- mm- •.w t� \ .m,.r m � ...r..c.},; .,.•..' :' ..' .,.m mfTi-.,,,,. f �IC z Z ,� -- —I * Z rnC7E• J.w...~ rfm : , ritt"wm,m+z Po 0fm .Jam` f// . ter'' }.- � ,, rmF' • F r�Fw ,. ` f `''` Fw ....fm+' tm..rr rr ,I,i 1( ,•F`rrn i' 1 I 1 /ir,,,./:). i Z ye' O m f ,/, .3 > m.; mwm � mF • r``'! # r„ i f w 2 r� O O �,r / t \ • i ../ Z Z _ -`` .� „m. f _ ; f i i , ,•• r e \ /'J ;f,r { ,FSI .�'m ; f f , • r 1. a Q , ._+ mSF : :: 11 ,,//////1„' 1 \ \ �F,l / /....4 \ \ ------- \ i (1 ) 1'11 ' !(fJ) 3 mm f, /t rm• j 1 ,F r ; <f" € iv __,,-(A,;J t f F,+, f' '` 'rf �f`''r ..,,,L,. 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Cover Type(s): Desert Brush Veg. Cover Density: 20 RETURN PERIOD: 100-years NOAA Data Obtained: 2018-06-26 07:08:07 AM Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.3874 Longitude: -110.9591 Duration: 5-min 10-min 15-min 30-min 1-hr 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in): 0.9 1.37 1.7 2.29 2.84 3.17 3.34 3.65 3.99 4.66 Soil Type Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B - - - - C 0100 88.2 91.16 0.682 D - - - - Imp. 73 99 99 0.959 Weighted Runoff Coef. (Cw): 0.88 Notes: Time of Concentration: 5 min Proposed Development Rainfall Intensity (i) @ Tc: 10.8 in/hr Runoff Supply Rate (q) @ Tc: 9.54 in/hr PEAK DISCHARGE: 10.6 cfs Calculation performed 2018-06-26 07:56:08 AM by PC-Hydro V6.1 I AA*. PIMA COUNTY -T FLOOD CONTROL HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Generated using methonds provided by Pima County Regional Flood Control District Client: Prepared by: DLFT Project Name: El Conquistador Spa Date: 06/25/2018 Concentration Point: CP2 Job # 17.095 Watershed Area: 0.4 Acres Watershed Type Suburban Foothills Watercourse Data By Reach Reach No. Height (Hi) Length (Li) Slope (Si) Basin Factor (Nb) 1 21 196 0.1071 0.021 Length of Watercourse (Lc): 196 feet Mean Slope: 0.1071 Length to Cen. of Gravity (Lca): 100 feet Weighted Basin Fac: 0.021 Veg. Cover Type(s): Desert Brush Veg. Cover Density: 2 RETURN PERIOD: 100-years NOAA Data Obtained: 2018-06-25 09:12:22 AM Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.3874 Longitude: -110.9591 Duration: 5-min 10-min 15-min 30-min 1-hr 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in): 0.9 1.37 1.7 2.29 2.84 3.17 3.34 3.65 3.99 4.66 Soil Type Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 0100 83.9 87.42 0.575 C - - - - D - - - - Imp. 24 99 99 0.959 Weighted Runoff Coef. (Cw): 0.67 Notes: Time of Concentration: 5 min Proposed Development P P Rainfall Intensity (i) @ Tc: 10.8 in/hr Runoff Supply Rate (q) @ Tc: 7.2 in/hr PEAK DISCHARGE: 2.9 cfs Calculation performed 2018-06-25 12:39:53 PM by PC-Hydro V6.1 ,1W-EY Off,' �9 44. °UNDED A91�` Town of Oro Valley Community and Economic Development Department March 6, 2019 Edward Marley Kevin Hall Swaim Associates Cypress Civil Development 7350 E. Speedway Blvd. STE 210 2030 E. Speedway Blvd. STE 110 Tucson, AZ 85710 Tucson, AZ 85719 emarley(a�swaimaia.com kmhall@cypresscivil.com Re: El Conquistador Spa— Final Architecture Southeast corner of Lipscomb Way and El Conquistador Approval Letter(OV1801836) Gentlemen, Thank you for submitting the Final Architectural Design for the proposed spa. Town staff has administratively approved the aforementioned plan. The next step is to acquire the necessary building permits. If you have any questions, please feel free to contact me. Best regards, Milini Simms Senior Planner msim ms©oroval leyaz.gov 520.229.4836 Oro Valley, it's in our nature. 11000 N. La Canada Drive,Oro Valley,Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 I fax:(520)742-1022 Town of Oro Valley Community and Economic Development Department March 15, 2019 Kevin Hall Edward Marley Cypress Civil Development Swaim Associates 2030 E. Speedway Blvd. STE 110 7350 E. Speedway Blvd. STE 210 Tucson, AZ 85719 Tucson, AZ 85710 kmhall(a.cypresscivil.com emarley( swaimaia.com Re: Final Site Plan, Landscape Plan, RWHP, NPPP/SRI El Conquistador Spa 10000 N. Oracle Road Approval Letter, OV1801836 Dear Mr. Hall, Thank you for submitting Mylars of the final design plans and Improvement Plan for El Conquistador Spa. The Mylars are signed and available for pick-up from the Community and Economic Development Building, 11000 N. La Canada Drive. Please process the final design plans with Pima County Addressing for annotation and return the original Mylars, along with a complete PDF copy of the approved plans, to the Town upon completion. If you have any questions, please contact me. Best regards, Milini Simms Senior Planner msimmsorovalleyaz.gov 520-229-4836 CC: File 20047Agol ef. � ', Development and Infrastructure Services Department ; 'NV* Permitting Division Review Fee S '20) 11000 N La Canada Drive, Oro Valley,Arizona 85737 •520-229-4815 520-742-1022 (Fax) Pe[mit Fee 5 !!!' M`i`n k.. : a ' OCT 2 2 x018 TYPE 2 GRADING PERMIT APPLICATION - CONDITIONS 0 D9r '.nom Notice to Permit Holder-It is the applicant/owner's responsibility to ensure all private rules and regulations of the subdivision are adhered to. Contact your HOA or property management to determine applicable requirements. Initial Here /7i/ PROJECT LOCATION: 10000 North Oracle Road APPLICANT: Cypress Civil Development CONTACT PERSON: Theresa Hadley ADDRESS: 2030 E Speedway Blvd, Ste 110 CITY: Tucson STATE: AZ ZIP CODE: 85719 DAY PHONE: 520.499.2456 EMERGENCY PHONE: CONTRACTOR: LICENSE#: ADDRESS: CITY: STATE: ZIP CODE: DAY PHONE: SUPERINTENDENT CELL PHONE: EMERGENCY CONTACT PERSON: EMERGENCY PHONE: Subdivision/Project Name: Book Page OV Case# Section 18 Township 12S Range 14E Tax code/Parcel#: 220-13-015C Estimated disturbed area is 3.14 Acres; Earthwork: 4,264 cubic yards(Cut), 726 cubic yards(Fill) Project size is 3.14 Acres. Is Project Phased? YES ICIO ❑Archeological Clearance Letter ❑ Stormwater Pollution Prevention Plan 11 Soil Report ❑ Notice of Intent (NOI) Description of Permitted Activities: Soil to be compacted and slopes to existing surface are not to Grading Statement: exceed 3:1, placement of fiber roll to mitigate construction 1. Stabilization, erosion and drainage control measures: stormwater runoff while maintaining existing flow patterns. 2. Estimated quantity of earth material to be removed from site: 3,538 cubic yards. Off-site disposal location: onsite 3. A description of the dust control method to be used during grading and until re-vegetation or stabilization has been completed: Construction water 4. Starting date:Spring 2019 Expected completion date: Summer 2019 FOR AND IN CONSIDERATION of granting this permit,the applicant has read and agrees to observe and comply with the signed permit application and any and all general permit conditions,all applicable sections of the Oro Valley Town Code,the Oro Valley Standard Plans and Specifications,any relevant County, State or Federal Regulations,and any special conditions imposed by the Planning.Administrator,and to complete said work all in accordance with the approved/accepted plan(s)and/or Standard Plans and/or Engineering Directives. The Town of Oro Valley accepts no responsibility for the engineering design for work covered by this permit. The applicant accepts all financial and/or legal responsibilities or obligations which may result from the work performed under this permit.The applicant must check.for 404 permit compliance with U.S.Army Corps of Engineers. Applicant's Signature: 4/A140/ Date: 10/22/18 Town Employee Signature: Date: 1/4: 1 el 4 C ..„ . t.ii L.1 f j TYPE 2 GRADING STANDARD CONDITIONS 1. A copy of the approved grading permit,as well as any special conditions,and a set of the approved grading plans shall be kept in an easily accessible location on the site at all times. 2. Any changes to the approved plans shall require the submittal of a revision to the Town of Oro Valley for review and approval prior to the construction of said changes in the field. 3. Erosion control measures shall be implemented and properly maintained to prevent erosion of slopes, and cleared,brushed, grubbed or graded areas. 4. The Contractor shall install stabilization devices when necessary to prevent erosion or sediment transport from the construction site. 5. All exposed graded areas, cut and fill slopes shall be re-vegetated, stabilized,and/or constructed prior to the expiration of the grading permit. All work shall be done in accordance with applicable regulations, codes and approved plans. 6. The top of a cut slope shall be made not nearer to the site boundary line than one-fifth the vertical height of cut,with a minimum of two feet. The toe of a fill slope shall be made not nearer to the site boundary than one-half the vertical height of the fill,with a minimum of two feet. 7. No grading activity shall be allowed in any floodplain, except as provided in the Town of Oro Valley Floodplain Management Ordinance and authorized by permit from the Town of Oro Valley. 8. Earth and vegetation removed from the site shall be disposed of in an approved location. 9. Noise generated by construction,demolition,excavation or grading according to the following restrictions. a. Concrete.The pouring of concrete and all associated work may be conducted from April 15 through October 15 between the hours of 5:00 a.m. and 7:00 p.m. and from October 16 through April 14 between the hours of 6:00 a.m. and 6:00 p.m. or as authorized pursuant to an Extended Construction Hours Work Permit (ECHWP) issued under Oro Valley Town Code Section 10-1-4. b. All other construction.Within 500 ft. of a residential zone,all other construction may occur between the hours of 6:00 a.m. and 6:00 p.m. Construction sites more than 500 ft. from a residential zone may conduct work between the hours of 5:00 a.m. and 6:00 p.m. construction hours may be extended pursuant to an ECHWP issued under Oro Valley Town Code Section 10-1-4. The distance from a residential zone shall be determined by measuring from all property lines of the construction site. 10. No vehicles or equipment shall encroach onto areas designated to remain in a natural state on the approved final plat, development plan,grading, landscape or native salvage plans. Points of entry to the site during grading shall be only as designated on the approved grading plan. 11. During grading and until re-vegetation or stabilization has taken place, dust shall be minimized through the application of approved dust controls in accordance with Section 27.9,2a of the Oro Valley Zoning Code Revised(OVZCR). 12. Public rights-of-way, sidewalks and other improvements shall be maintained during grading in a neat and clean condition,free of loose soil,construction debris and trash. Any damaged areas shall be restored to original appearance at no cost to the Town of Oro Valley. Debris,fill material or equipment shall not be stored within a public right-of-way without the written approval of the Town Engineer. 13. The permit holder shall provide notification twenty-four(24)hours prior to an inspection request,or as specified by the grading permit. 14. The contractor shall call for rough grading,certification of the building pad elevation,and final grading inspections. 15. Notice of Violation, Stop Work Order, and/or Citation may be issued whenever Town of Oro Valley determines that the grading does not comply with Town of Oro Valley approved plans or permit conditions. 16. A Type 2 Grading Permit shall be null and void if the authorized work has not been completed within one year of permit issuance. TYPE 2 GRADING SPECIAL CONDITIONS 1. A Right-Of-Way user permit is required for any work within the Town Right-Of-Way. 2. Prior to consideration for Certification of Occupancy(C.of 0.)and/or release of assurances. a. As-Builts of the project will need to be stamped by the Engineer of Record along with a letter of substantial completion. b. All surveillance notes will be handed in from the.Engineer of Record or his representative. c. If during the course of reviewing the project there are more than 10 punch list items,the Town of Oro Valley will consider the project not to be in substantial completion and a meeting will be held with the Engineer of Record to determine the status of the project and when final assurances may be released. 3. The applicant hereby certifies that he/she understands that the granting of a grading permit does not give him/her the authority to commence construction of any water improvements or related works. He/She further certifies that he/she understands that construction of any water improvements requires a prior approval to construct issued by the Pima County Department of Environmental Quality,pursuant to Arizona Administrative Code Rule R18-4-505,and the satisfaction of any other applicable rules,regulations, laws or ordinances. 4. A field pre-construction meeting shall be scheduled at least five(5)working days prior to the start of any water system construction.Contact Mark Moore, Oro Valley Water Utility,229-5017. 5. By receipt of this permit,the property owner/applicant agrees that Town of Oro Valley designees may enter onto the property in order to make inspections of the property for compliance with Town of Oro Valley codes. 6. Any stockpile on this site shall not exceed six feet in height and shall be located only within the approved limits of grading under this permit. 7. Trash dumpsters must be provided for trash disposal at the construction site. Wire receptacles are not allowed for trash storage. 8. Stonnwater pollution prevention measures shall be installed prior to the onset of construction activities and shall be maintained throughout construction as directed by the Stormwater Pollution Prevention Plan and permitted by ADEQ. 9. A Stormwater Prevention Plan is provided for this site. The plan identifies the minimum measures required during construction. The measures such as construction entrance(s),silt fences, and straw bale areas have been stabilized with permanent erosion control measures. 10. Temporary Stormwater Pollution Prevention measures shall be removed and properly disposed of when the graded areas have been satisfactorily stabilized. 11. As-built plans and Engineer and Geotechnical Letter of Certification shall be submitted a minimum of two weeks prior to the expiration date of the permit and must be accepted by the Town of Oro Valley. 12. In all cases the Type 2 Grading Permit must remain active until the site certification has been accepted by the Town of Oro Valley. Applicant shall reapply or extend permit as necessary. 13. If cultural resources are discovered during development,work shall cease until a qualified archeologist inspects the site and materials and makes recommendations regarding treatment. If human remains are discovered,the contractor shall coordinate with the Town and the State Museum to contact related tribes or communities who may have ancestral ties to the remains. 14. Monthly reporting is required.Reports shall contain: 1)Engineer's observation reports 2)Material(site)geotechnical reports. NOTE: Signature indicates acknowledgement and acceptance of all standard and special conditions listed on this permit. 4/41410/ / 10/22/18 22/18 Signa re of Authorized• licant Date 11/ °UNDEO A91 Town of Oro Valley Community and Economic Development Department October 22, 2018 Kevin Hall Edward Marley Cypress Civil Development Swaim Associates 2030 E. Speedway Blvd. STE 110 7350 E. Speedway Blvd. STE 210 Tucson, AZ 85719 Tucson, AZ 85710 kmhalk cypresscivil.com emarley@swaimaia.com Re: Conceptual Site Plan, Landscape Plan and Architecture El Conquistador Spa 10000 N. Oracle Road Action Letter, OV1801836 Dear Gentleman, During their regularly scheduled meeting on October 17, 2018, the Town Council conditionally approved (see attachment) the proposed spa, located at the Hilton El Conquistador Resort. The next step is to submit final design plans for administrative approval. If you have any questions, please do not hesitate to contact me at 520.229.4836 or msimms@orovalleyaz.gov. Best regards, Milini Simms Senior Planner 520.229.4836 msimms©orovalleyaz.gov CC: File Conditions of Approval it CHAPTER 5:GENERAL SITE AND BUILDING ELEMENTS TECHNICAL 12 min 12 min 305 \ 305 Yt 4 Figure 505.10.1 Top and Bottom Handrail Extension at Ramps 505.10.2 Top Extension at Stairs. At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail {` of an adjacent stair flight. 12 min 305 \ Figure 505.10.2 9 ' Top Handrail Extension*at Stairs ••• 505.10.3 Bottom Extension at Stairs. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance at least equal to one tread depth beyond the last riser nosing. Extension shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. • • epartment of Justice 2010 Standards: Titles II and Ill - 157 EI Con uistadoror Sp q Town of Oro Valley Plants 8/18/18 Plant o//%%%, ,/! /;✓%i" /,r_ "�//n�/ 3/,/ /j % %io/e,z/ M%a:i;/ t/jr/e r,//.ia:;g'o; o„ l s -- ,/. / ,, // j / !/w /i7;',4-„;14';',/:14::';', / / �r r r // : %4y"� a r , ,/,./ :,., -/ ,,,,„'-:,,,,,,,,,,,,,,,„ , i ,,,„fzai, „, z/,, , „,„,/,/, „,,,,/,/ , it. 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Flower : Ryellow Ideal Light Conditions: Sun to partial shade Ideal Water Conditions: Moderate in summer, dry in winter Mature Height: 3 ft Mature Width: 2 ft ALOE X 'BLUE ELF' MOUNTAIN S I ES 41/4 4fo, %,(1, -isAtE ito Dwarf and clumping, 'Blue Elf' will AT A GLANCE SUMMARY grow to 18 inches tall by 2 feet wide. SIZE(H X W) 18 inches x 2 feet The narrow, silver-blue leaves provide incredible contrast for the FLOWER COLOR Coral spikes of orange-red flowers. In Phoenix, 'Blue Elf blooms from FLOWER SEASON January-April January through April, attracting EXPOSURE Full sun,part shade hummingbirds to the garden. 'Blue Elf has tolerated full sun in Phoenix WATER Moderate summers, with no signs of sunburn. It is cold-hardy to 15° F. USDA GROWTH RATE Slow to moderate Zone 8. HARDINESS USDA Zone 8, 15°F PRUNING Remove spent blooms , , C / --1-7/;- '' / / j /,/ ,w� !,.,:,iii• j 1 ' / , / , ,,,%,,, , :!.i.'1',,.,,„,,:.,, ,i,;,:,,„.,, i • 1''' '''''i i'; y/ / %/ / 4 y,, % i/ /r , i"i 7/� i' n t ';i 1.:'%/4,4t,>,//';',/,,,,/,(4',4" /, l //. .% ;/,,,/'% ;,:7,r'!.%71,/ / % , / �""'0,A%��''.��/A 3"„ i'� %/ /// 7'%' /;llig �a / /.,, //�� / // '.eii/x?e4;41i:'''e):E'V;',#:',-',,,;*%;/4/;44.41,'‘iteq/,/!%1,:',4 �.j/.. /,r/ /., " • ,i, ./ /%/" . iii �../ $� /./ /t �, /r// .� , � " meq/'," 9 / / /, % �. ,/ / �/ /., %%�a//,.;„ ,�� / /.// , .'4:/'4,7/ - � /dim, 17,.'i, ://;� � "� �,/ ,./- /„ � ,t� �;r/ ,„,,,,,,,,,,,,,„.,.,4„,4;,,-, ,.;.,,/,.' ,,i4/%4/,,4 o.;'%�',7';If, i 4 W ///.i '/. / i /0. r./.// y n,*k„ // ./1% / '.'�/i„ "��, „ �!%. „// ?"///, .. /may, r / y i ' '-'' --;;;;:.j,""kt4ttli‘",''' ' ''''*''''-'*:' ' ,,,,,,,; , / ,8,:,,,,,„ i /-#:''''''' '',24';;i4'.;r7::., ..„. -•*;,..,,,,,,,,,-'.1::;i:;:p; '.:<":+#1,,,'4:k I*i4,04,4 ,-;:,,., ,,,, , . .).„,,,,,, .,, , .,,,,,,,,,,. P:::::',„;7,, ,:!':‘,:z7:::4,;,,,-;.,,, ,,,,,,,;,, : ,., . .. .. , .. ..,.,,,,_ ,,, .,iii.; y.�eb-��i�-��/J� / � / „/ / "�'` ;. / / , em / ',,,,,,-„,/,;„1:/,,,,:0,-,(,, ,ii !tf y/%t,/,‘,/ ,,,,,%./ / iii € c j A//i/ y */h.•'�/ /%''yid !i,4,/;',4'i,7,,,4•-'1,,. ,i7,4,;;;;Iik/(4;...,(„„, '7, ,,,:,4' ,,' „,:', :''',:.',':',?', ,e-'*;:,:'**,' ;”:',;z :.4. *** —:. , . A. ce / / /4 `,/;', / �* y ,.' /,/ i/i - y %',4",;;; /,; , ,i %` ,. VI,: / yam', moir NT, 'o © Copyright by Mountain States Wholesale Nursery 2003 GApDENIA View or Create Collections Aloe maculataSoap Aloe) Soap Aloe,Aloe saponaria, Zebra Aloe //;,, j� j /�/� 4jJ , //,/ 10 15 Prized for its colorful flowers and interesting foliage,Aloe maculata(Soap Aloe) is an evergreen succulent perennial forming small rosettes of thick,sword-shaped,white spotted leaves adorned with sharp teeth along their edges. Pinkish red in full sun,the foliage turns bluish-green in part shade. Borne on branched stems, up to 3 ft. high(90 cm),from late winter to spring, heads of coral orange flowers make a show, and repeat intermittently year-round.The inflorescences are very attractive to hummingbirds and bees.The leaf tips of this Aloe may turn purple and partially die back in situation of frosty temperatures, however it usually recovers quite easily. Being very drought and salt tolerant,this Aloe species is an excellent choice for seaside gardens and rock gardens. * Grows up to 18 in.tall (45 cm)and 24 in.wide(60 cm). * Easily grown in sandy or gravelly, moist or dry,well-drained soils in full sun or part shade.Once established, needs only occasional water. Drought and salt tolerant. * Great for beds and borders,coastal gardens, rock gardens, succulent gardens or Mediterranean gardens. * Deer resistant. * Excellent fire-retardant succulent for wildfire-prone areas. * Virtually disease free.Watch for scale insects and mealybugs. * Native to South Africa . ......._..........._..�w..�...._..µ.............a�.u.�...._.�....n................�..�..r_...................�,,...,�u�w._........�.......�..........._...�._ ..�.......�....�.r.�.w�..µ..��...µ....�m...._�._..............u......_.�.��..w....._�.....�......._........µ._�....a.._......_._�....... ...�....�......a._.�..��.._.....___���...._........._..�...�.........��.._....___..ww.�....._...._�..w._....�.._...._........�.._.�..w_.._...�..� Not sure which Aloes to pick? Compare All Aloes Buy Aloe maculata(Soap Aloe) Requirements Hardiness 8- 11 What's My Zone? Heat Zones 1 - 12 Climate Zones 8,9, 12, 13, 14, 15, 16, 17, 18, 19,20,21,22,23,24 Plant Type Cactus-Succulents Plant Family Aloes Exposure Full Sun, Partial Sun Season of Interest Spring(Early, Mid, Late) Summer(Early, Mid,Late) Fall Winter Height 1'-2'(30cm-60cm) Spread 2'(60cm) Spacing 24"(60cm) Water Needs Low Maintenance Low Soil Type Loam,Sand Soil Ph Acid,Alkaline, Neutral Soil Drainage Well-Drained Characteristics Showy, Evergreen Tolerance Deer,Drought,Salt Attracts Butterflies, Hummingbirds Garden Uses Beds and Borders,Ground Covers, Patio and Containers 1 /, ,I, ;:ti:'' I PORTULACARIA AFRA MINIMA DWARF ELEPHANT FOOD This new selection of Elephantftelits/A;:t464 t AT/ AIN o '• MOUNT.,,,,/ /,,,.,., A GLANCE SUM13'4"Q 't MARY Food we are growing performs SIZE(H X W) 3-6"Tall x 2-3' wide great as a groundcover! Plants never grow above 6" tall, and are FLOWER COLOR Insignificant g quite often even more prostrate. This nice little succulent has done FLOWER SEASON None quite well for us in the sun and shade. Good selection for contain- EXPOSURE Full sun t11 full shade ers or in the ground, Dwarf Ele- WATER Low phant Food requires very little irri- gation once established, usually just GROWTH RATE Moderate to fast some supplemental water through the dry summer season. 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ACCENT ,i a tmhs company % �� ��/ � o ,„ Lophocereusschoti ,,„,, ,,,,,, �//�,/ //i �///// /, j • ,/// TOTEM POLE CACTUS //, 4 // ,, ,,"'; �,4,,,,../ / r % folia e: evergreen �/ ,�, mature • height: 6 10 mature width: 3,-4, � flower color: white pink '�� a� ./ �� / ' 1 / flower season: April - September '' °;y ', 4i exposure: full sun r *,,,,,-,, % _ � water: w ; ,,, to /// % � growth rate: slow g � Vii//‘r''',,,-7.,*',; j /, %/, %` 4 , ,,:•,--,,/,':,,-, �; %„ y�,r ,,,� y� hardiness: 20 degrees F j%% ,, / or % / ,,,,, ',z7',-/;- 3 '''' f'/' it/`/r /� � /:,',/,Trri',,,,,,',-,‘,/i'.,,-,4,! /,':/!/ . /,, , ,a;/,-,' ��// r/� �,///�i�////� rl rim/ � �. ; 4,,, ./,'A, ,„,!...i. /-,,,, ,/ I''',.'1/4/, ''''''4 'c;.4;;:‘ *.,7 //i / 6i /.,,,,,,,, ';.'i';',.7,,4''',..',,,,.: ,,, '', ,,/'''efil ;,'' "moi, /',,; %, -A4Yri, 47,,,,,-,,,',//:;7/ r/ r i , /. ,,,,,;,/,,,v, ,/x,,/;;./...,,,,,,,,,,/ % i� � j,?/',../'/ Vii,/ � s: ;,,i,', r!r ' % „„7.,,,,, j/% / / //j/ �% /// .',A- 1 'x�% /j I ' ,,,:‘,,,4 , ',' ,'',',// ' Ar' 9;:*, ';'/:,'''''''/,' — z!— '' '''''''''' '''''';'' '4,//,'7 ,,,,,;',:::;;,-,- : - - :7 .„,,,, ,:;;;'/',/,'?:/' ,/ ,/,,,,,,:,,,, .,,,l'', ,:,,i,;,,, /,/,/,./i zz/z-, /..-„‘ ''.' . :,' ---3- , , '., / , „ . ,„ ,,..,,,,‘' ,b747,,,,i / , ,:.,r//, '�/� it / r // � ;,/%,,, '7,, // / %vim /���, %��'�/�„ �''��/ %,'� � % /j/%�j/�,� ,. �,. //S :„ , , , . /7-- * ' ;ix/ ''''' ,i, /% , G/ ii i Totem Pole cactus is a slow growing trunkless cactus %'' /%%%% �� z if ' forms multi le columnar stems. The cactus will ;,-//7 ;/'; that p %, rin the ni ht and will close u with sun /; � "y' bloom flowers du g g p ,41,!'/;' /��; !��,; �� ,,% ; ni ue sha a is erfect for Lig.,t lantin or in ' % J li ht. The unique .g q p pp g , ' ,�,, ,,ots. �p w www.arestudiosinc.com ,,.,.,,> v,., A'/,G!/ /%ia'iti'X.f1fY//ifIX1/i1//,Y�%//%—' .r,'. r... Plants & Flowers A comprehensive plants and flowers database t ° Plea lot- Piant22 .Contact , s Switcher Cleistocactus strausii Common name: Silver Torch, Wooly Torch, Silver Torch Cactus Family: Cactaceae Synonymous: Pilocereus straussii (Basyonym) Borzicactus strausii Cephalocereus strausii Cereus strausii Denmoza strausii h •n AY; „ � /'' // // / 1 '4 P177 Cleistocactus strausii Distribution and habitat: Cleistocactus strausii is a perennial cactus native to high mountain regions of Bolivia and Argentina, above 3,000 m (9,843 feet). It is a slender, erect, grey-green columns which can reach a height of 3m (10 feet), but are only about 6cm (2.5inch) across. This cactus prefers free draining soils, strong sunlight, but not high temperatures in fact it can withstand hard frosts down Fox /Tail Agave A,„,,, gave 4 a.,e', tt.enza1tr,0a // /'; fr ,S la$1 . , 7 Ide r , /,,;,., ,- : -• . 4 .'” ir'', ' I *., , _ . , ' ..* i''' 4/ it - 76 ... - / ,/ ; -', , / i .... - / I // ' 7 ,,,,,,„„, /,, , ctva rto n tirsety.cf,#;,)W. --_ 4,,,z - - /4, 0, -,:ti„, --- •..- ... / , /;, , *--A ' ' ,A //0, '111° ,/ ' 1/1"4 —... I,* '' 4, '' * / ,v,,, 4,Mi , ; / ' / / // / .`/;;; ' ' -/tart / ,.' t, „,; 4, ,// * .''''.,; ,/ // 4 , - Of/71 / , t46. : * 4 /' 4/.... * ,* ,,/,/ / ' 4 / /, , it 4' /, i4efr.// • i/ / // /s r:// 4., *, . 3 A '*,,##' ;' ifto iitt #i.ie Jo , 40 4 . V :** ' // P4 ....44, // Height: 4— 5 feet Width: 6— 8 feet Bloom color: Green/Yellow Flowering season: Late Winter (after 10+ years) USDA minim• um zone: 9 Cold hardiness: 25° F %„j WEDELIA (ZEXMENIA) HISPIDA DEVILS RIVERTm MO.,„U"T„//..!N, ti Devil's RiverTM tops out at 3 feet tall AT A GLANCE SUMMARY and wide, making it ideal for use in smaller spaces such as parkinglots and SIZE(H x w) 3 feet X 3 feet medians. Throughout the late spring, FLOWER COLOR Orange— Yellow summer, and early fall the dark green foliage is sprinkled with bright orange- FLOWER SEASON Spring-ellow daisy-like p gFall y flowers. In the winter months this shrub can look scruffy, so EXPOSURE Full Sun,Reflected an early spring pruning is recom- Heat mended to remove any frost-damaged WATER Low-High , IS foliage. Devil's RiverTM can be planted in full sun to part shade. In shadier lo- GROWTH RATE Fast cations the growth habit is more lanky o HARDINESS 0 F,USDA Zone 7 and spreading, but is still very appeal- ing. Once established, this plant may re- PRUNING Late Winter Early seed where soils are moist. Spring .,, /j /,/,/ /%%/ %/ j/%4 /„/4// *3� f Y / '/ / / / 'z zy *' 1 w '1,,� 4,; , :� h ",�. � �j% � 1j /// ;'�'�p/"A/ v ,h . A '� ` , , / i / `ki � . ,, . . , r� i � , , / / ry/ a, 0 F// / /iti V:7,/,''. . ''' ''i 4:, , , -ir ''' //,*,7, 1 ' 4/ . • ' 444.4- : ,,, , „it. / 1/,';%,,,,,,;,'“ . 44 -, . "-* z!‘' i, AV '/ /,', i' ,;,-;;4'7, ' -- 9 T% / er''''''%7' • ,' " d � i % / / p� i /� �a 7 y, s / ..'- '4/,':;;14,/ /,;;,:-/'''-,/,';''''''"''',4 / / i/%'/'r moi/ r , i , / '�,4' � rmo ; s ' , 11 i:':,/,14/i% /4„/:',7', "� /'% / 'l� r4 !yr, /% %i ��/ / '�'i ti, yL/ %/% ' ///'� ii/i '% / ''f7/' // ,j ' /ii�/ j ( r �' /% y M3rryi -,,,;,-,,,;,,,',,.i' a ' *% �. , -'' jyify/%� 4, s Y ' z h //:'' :: 7 " ' : /* .*; ' y;,,,iff, ,,,z;,/,"0,4,,,,/ / � %j/ /�//jd,/ , ,:,,i i,// , 4,;,,,,,, i:,:, 5,,,,, /, /,;;;;/;,,,,,',/ ° . - „,iirt.. ' /:,:tf'0/A;,;/,',/, 4 ,., 31.,, ,,, "/ ,'' ,'"%';/,''',4/t: f f',,;'///: / 4.''4 .r-. - -,,, 4* if . 'Ir i'' ,'j' ,4j,,,,z,s,,,,;/;,, "�z , , x ,,," % /j,� �c ; ,, , / // /' - - j., , 'y� �/�4 %� / �,. ? f a ,y ""it'' ' ',- / ,% ,ji� % ///,/,.///, „,://,,,/,,/,,,,,;,,I.: /% , } ei ek/ /r /; //;;,-/,,,,,,,,,-/,% " �i //ice> / rj/// /// '� ,,,,,,,,,,,,,ip,,,,,;4i,,,,,L,,,,,,,g, , , © Copyright by Mountain States Wholesale Nursery 2006 I I Visit our web site at www.mswn.com for more information. 4' lI,: / BAUHINIA LUNARIOIDES (syn. B. CONGESTA) MOUNTAIN ` ES ORCHID . 0 ANACACHO y4lESRt E tiv- This airy, semi-evergreen shrub or AT A GLANCE SUMMARY small tree is native to west Texas and SIZE(H X W) 12 Feet x 10 feet Mexico. The gray-green leaves are shaped like little butterflies. Small, deli- FLOWER COLOR Pink or White cate, white five-petaled flowers are pro- duced from late spring to early summer. FLOWER SEASON Spring-Summer It is tolerant of sun and drought, but also handles part shade and ample EXPOSURE Full Sun to Part Shade moisture. Although tolerant of most soils, it requires good drainage. The WATER Low growth rate will be slow to moderate depending on available moisture. This GROWTH RATE Slow to Moderate plantHARDINESS 10°F, is brittle, and should be protected USDA Zone 7 from strong winds. PRUNING To Thin or Shape ,, ,. - ,,„,,,,,, , ,4,, , ,4,-74,17T— //P,',/.4,7-.///y/////, A . ✓ � / h � gyp, '��` '.'"....,," 0'ii.i e..... - ' :41,--, ` ' • "ill, k j p.. v dy 1 4,.07 'S., '' "ILIJ # SIC"/ 4,4/ r..; ,,K, ' ,,,:r- ..',i- - f., , ..., 13 --li , , g�y�'-- - . # �4 f.l° �� is �.,. „, , ' -.2 ,*44 77. , 4. * , ,, / +”^ a.. s, T " . .. P4P-, y-n,, ` 3 *,, x1 31 #'' , , , , ,_ ., , , 4.#4,0“ -.. . ///' 0 ; -1 4/,,/".:,,,/ '''' / , .0.,#**:- al /// '�lw, '+�.s It ,' ' ji//. t 4t. a W orn' , , kyr '`r/�%� K .. "% ,N. i „ ,� ,fes d."�C '� /y. © Copyright by Mountain States Wholesale Nursery 2012 Visit our web site at www.mswn.com for more information. I I ,'y ANISACANTHUS QUADRIFIDUS V. WRIGHTII MOUNTAINS; MEXICAN/,,„„ FIRE 'Y°''ESAtE Mexican FireTM is amedium-sized, deciduous AT A GLANCE SUMMARY shrub that grows 4 to 5 feet tall and wide, with an irregular shape. Its rich green leaves SIZE(H X W) 4-5 feet x 4-5 feet measure about 2 inches long by •1 inch wide. Bright red-orange flowers occur in short FLOWER COLOR Red terminal spikes on the main stems and short lateral stems from June through October. The FLOWER SEASON Summer to Fall tubular flowers are nearly 2 inches long, and are a favorite nectar source for hummingbirds! EXPOSURE Sun,part shade The species is native to rocky stream banks and plains of southwest Texas and Mexico. WATER Low Isul[ This shrub has a rapid to moderate growth rate, depending on available moisture. Summer GROWTH RATE mo favorite Fast irrigation will result in heavier flower produc- Y tion. Mexican FireTM is not particularly eye- HARDINESS 0°F USDA Zone 6 catching in winter and should be cut to the ' ground in late fall to encourage fresh spring PRUNING Earl Spring growth and a denser form. Y P g "Ui //r /i/,; / °. � YP'rA' ////' /irr /'�/ �, / r e9% r yam' / ���� /.l, ///r r i //// ,//' >.. r/ / !/ i>.//f!,%/4 /9,ti // ry � i/�/„//�'/ `j i.,,/�%�/ji;%rte //i �"r,:✓/y`., �ir.r r/r .rte/„ i �y /�"%,,f frO� r /////////V / ; % // rir/iii, ///t,7.,;%�/ y/ / � ,,f r// /r 'if':. ,,,/,i�'v r '� /�a#//,/,,/4. /r�i3r'''%r i�! r �/�y,i i 6/�/��/ � /r a/ /4'1,,,(4/0;y'%%' /I/.' //��% ryq,�r�" �j� /� / r; Grp% .4 i,i/4's . am;' :y.rr.,,/f'r ,% 3. H/ fir%ry� /L // �.. � i k "/ i ice'%, /` nf" r �Gx/ xy'/moi' / ✓"/ �s /y//o �� s � �/ ///icy y/ /✓/�i� �r�� fi/�rim/ /fir �'`�' Al;;;': /ii�,���'l r rir //, ' /Z! P�/ /3/./21`1((r)'", /,'' 2 � � �j� ///////////:// /jj// %j / / / � 017 /r / % /7/ 1fi"rs%µ� �l9�/of . '`y,tea y j;� r/cu/ell % A Y 3 ° 1 '%y 7 1"/:1"14 1 ;% y /, • tor 3ri ///j�rr �y,/ 440' /At, r r © Copyright by Mountain States Wholesale Nursery 2003 I I 04 : � B ERA L MOUNTAINSTES CHOCOLATE s,. ,„,,,, *.•, ',/ . ,,,,,,,-- This native perennial forms a rosette of AT A GLANCE SUMMARY medium green, fiddle-shaped leaves. The yellow daisy flowers with maroon centers SIZE(H X W) 1 foot x 2 feetI:) are borne on slender stems held above the foliage. These flowers are famous for FLOWER COLOR Yellow their chocolate fragrance, which is most prominent in the early mornings. Butter- FLOWER SEASON Summer,Fall flies are also attracted to their nectar. If plants start to look scraggly, they can be EXPOSURE Full Sun,Part Shade sheared periodically to initiate fresh growth. It grows in the Southwest in WATER Low grasslands from 4000 to 6000 feet. Chocolate flower's compact size makes it GROWTH RATE Fast ideal for use in perennial borders, or in In Late Winter small patio areas, where the heady fra- HARDINESS -30°F,USDA Zone 4 grance can be enjoyed. Old flower heads ik can be removed to prolongthe blooming. PRUNING "•,, ,. ' r „.// / r' // jlt * , 7 411,4'-').,"-*.,14/';,;/,Ski4L'4.4470.- . , . ' , *, ./.4,3 4 , .11. 'A. ' tr,i, :#,,,,--- „ ,„,4 1 -1,9* . , ..... -,,, i ,,„, ,. , ,,, ./#4,- , ,. , ,,,,, f7,;' , , , .pi v ,,,,,, ,,,,, y%/// Apr. � f 'A' * '' -' 4* r/y q5 '‘,;"/' // �1 i /// s i/ fi/ y� ,.r h .,' '. '.,*' ,.,. * �4.:* m a i)1/4. , W 44, a _ , 4,_ ., . . .,,. • .141,41 ' /' 1.4 �wY, r ,'„ », AMY "4k; # r �, , 4,11r, . , 1,,,., le,- ' ,. /46 .4,,,,„,,:,..„, / r "*YGi �/�"` „",y„ /r/. '." 'l ��/i� ifY S� f4' —110' r ewe a s , r 4 c,. 'r y . y s5yi r/l' ' ..www �:: l'''' 41 �' .',. i,y/ %, t, ,�+ J 3 'Ilii 444, y w„ ns w ,li ,41:4,,,, ,440.. �MIv y� r ,#, 4 , i•, ,; "it i*tri, ir , r / si*,0 a," "�. � i� � '/,' N"/ .lO y "'ria 4 -qa` y 4\k,41 � c ,�yy jq ,w-,��,,,„�, fir, �,...... • , ' , ,, 7:, :,*,;10., �'G. iii //,/,1 �� 4#� ,. i / / _ ‘,,,: „1-1,-,,,,-,,,'4.,./. �.' ?% x %;`,,,4 f, %3i /4.,/,/ /, - s /% /q/ x iii *',4—,-P'14, ,*4."'''''t it—---.',24,— /"*" *12, ?J)� „ „/' / ,r�vo.i / , /7,,,,,..,,i ';'y + mac , -,s /// z„ r% Z2;7„ r�, its/,:/,9,7/ ' .i, i/ �/, — /////:— z.; „,/,,,„,/,',— O Copyright by Mountain States Wholesale Nursery 2006 Visit our web site at www.mswn.eom for more information. I I 1 1 CHRYSACTINIA MEXICANA -,, MOUNTAINS EDAMIANITA 4, .., .44, 4.04SAt E I OUTSTANDING FEATURES: Damianita's darkgreen leaves and showy yellow flowers combine to create a very ornamental,low growing shrub that fits into any desert landscape.One of its most attractive features is the sheer number of flowers that can be produced at one time. Plants can literally be covered with yellow in the spring and fall.The needle-like leaves are fragrant when crushed,making this petite shrub a good choice for sensory gardens. The color,size,and form of this plant is reminiscent of turpentine bush(Ericameria laricifolia). DESCRIPTION: Chrysactinia mexicana is a low,spreading shrub that grows 1-2 feet tall and wide. It has dark green,aromatic,needle-like leaves that are about 0.5 inch long. This shrub is densely leafy except for the 2-3 inch long flowering stalks. Bright yellow, 1 inch wide,daisy-like flowers occur singly at the tips of these long stalks from March through October or November. Flowering is especially heavy IS in spring and fall. The excessive heat in low desert climates slows down the flowering during the summer months. CULTURE/MAINTENANCE: Damianita is easily grown in the landscape.This plant is hardy to about 0°F. It tolerates most soils,but seems to grow best in one that has good drainage. It will grow in caliche soils if not over watered. Plant Damianita in a sunny location for best development and flowering. In full sun plants stay more round and tight,becoming open and leggy in the shade. Plants tend to get woody as they mature,and can start to look scruffy. Prune plants back in early spring or summer to initiate lush new growth.Once established,Damianita is quite drought tolerant,surviving on very little supplemental water. It has a slow to moderate growth rate,taking two or three seasons to reach full size. Summer flowering can be encouraged by the application of extra water,and by pruning off old flower heads. IDENTIFICATION: Chrysactinia mexicana could be confused with Ericameria laricifolia(turpentine bush). The two plants can be separated by the number of ray flowers. Chrysactinia mexicana generally has about 12 ray flowers,while Ericameria laricifolia usually has less than 6 and sometimes none.Also, turpentine's bloom period is confined to the fall months. LANDSCAPE APPLICATION: Use Chrysactinia mexicana as a low,flowering border shrub,or mass plant it for a dynamic effect. Because of its small size,Damianita works well in small or narrow planting ' „ '':;#'#�, �/' -�'n/' �- areas such as street or parking lot medi- ��� d'il/ ans,small courtyards or entry planters. -. # Plant around patio areas where people 4. ,,- or f--*/./*-- " , enjoy wonderful fra rance! Be- can en o its w n g �,� ,, , cause of its long flowering season � ',rte, ',At. "/,,,r , , ��:.�% g" 1: �; 1 1 4 /,/ ///„, ,,,,*, ,;,/, 1, 0 }� '� � SALVIA CLEVELANDIT MouNTAiNSE� SAGE C��APARRAL Native to the coastal chaparral zone of AT A GLANCE SUMMARY southern California, this evergreen shrub has performed extremely well in both low SIZE(H X W) 5 feet x t and middle deserts. In very hot climates, plant chaparral sage in situations where it FLOWER COLOR Blue-vi:6isefuteme will have some relief from the summer sun. Allow plenty of room for this plant FLOWER SEASON Spring mer to grow, as it can reach a mature size in excess of 5 feet tall by 6 feet wide. The EXPOSURE Full sun,filtered shade soft gray-green foliage of chaparral sage is extremely aromatic. The flower spikes WATER Moderate,extra summer ISare this plants most striking feature, with water clusters of blue-violet flowers stacked GROWTH RATE Fast ,R, like shish-kebobs along the spike. Salvia clevelandii also attracts butterflies and HARDINESS IO°F,USDA zone 7 hummingbirds into the garden. Chaparral sage requires well-drained soil, and is PRUNING Remove faded flower hard to 10° F. USDA Zone 7. spikes y ///'-� /0/0% /rir/� �,o,::::,,,,,t,,,,,,, ,,, �/%//,�y� ///////y it ,,° /r/ /iir/y//�Er / ; / / / / / �/ 1,:.// r /''/rir ,f/////,/>: y ///7, / ,/'//,%-,, *zz: /'/ /':,%///' /''''////:'' '17 /,'* /* , --:.' rj;//�//i '�j r/%; r.,,/�•• v/%. / �/ /p, .; - /,, /, ,,/, '/ ,,,y.,,; / ,-/,',„./ �,"",� ��° � � � , e/ ', • / %��,/�I::"/,,,,,' ti� �,///moi/ / z/,,,// / /i/ //':"' x" ;.,y ./ �',4 7r, /j/ ;;:,,//�j/,',//, ii%.. ��/ '',''' ',1,'4"-iv r. �,. // /z r ',/:7'.,„„/ oxr/,-**,,,,, ,,,,,',, / .y!:y / / ,/ %;,., d'„„ // %�,i //s y //,,�� j /d%// . . �,'%r ''1/' , y; /'��i", //// ,,*/,'/,'',;'''''''',,,4i rl'9� h%:i ;, ,,,,,-//r'''// / :t ' /i. ,/'• '� 9/,,.:r' ,i h�ll� .�. ,/',f',, ,;42,,,,,,, ;/", r„ '%,.6.,,41/,, ,,,,,-,,,,,,,, r , r a, IP" � / n„ 's % /;//,e � / i //�/; � � o '''/•/1,40,, �/i��%✓;,moi� ��,y'dam /�! / / .: „, / ',,,,,;,74,!” ,, // .,, :: i;",1;,, '. " y �,:.�/ 4 7 -",iii/ �"c <y,/, 9 / �% /,�/ �/ / %i,,% . ;s, ��,„ � ///, ; /i /x /% �/ may i/,i/� / ,% �,,,,y, ,/ ,/ /// -,';',„, „y y ;;;''� � „% .. i/xrr'472?:;/'/,;:/: /y �/i,/.,�ii ,/r/ir /r/„ r„c � � � 9/''';',:::,V,.//, „i,..�i',4',4,3",,, '�r'% �/�' /-'// It, .;// /��i �" ;, yx„ ./� %�:y,/./y �/r /„ ///s:/ //' //iia r „r j;,/,;,/,,,,,:.k,„,,,;(;,,,o,, ,,,/ ,„ , , , / ,/„,,,,., /'r H// %"i�s// ..i►.rik ,2 1'4,', r x i,.. ,,,,,,,,,, / .,,/ ,..,,,,;,,,„„,,,, ,, , , ,,,,, , ,,, ,/.,,,,,, , 4 F� s / i',/4-- 4 w pw,-.)-44h,‘,04"-. iiii,,, , -.4 r, /—/ 1, . i ti/ r ` of„ -,y� • wiry /` /. , / ro /4,‘ ,,,, ---,---- , ,,/;„, 6i/r 4 - / x� - ,' „,,,,-,, i;,y /y %ce/// ,o /i/ // „/, // / r/ /�/ � r/�oN r F © Copyright by Mountain States Wholesale Nursery 2002 dna At 1 1 to% ...y / 4,-,„,44,/,„ CALLIANDRA HYBRID MMJNIAINS S 1 ESSIERRA STARRTM (P.P.A.F.) 4, / ,,„ 4,0At". itsA[E(t Sierra StarrTM is a hybrid between the Pink AT A GLANCE SUMMARY Fairy Duster, Calliandra eriophylla and the Baja Fairy Duster, Calliandra californica. It SIZE 4-5 feet x 4-5 feet appears that this hybrid combines the best (HEIGHT x WIDTH) traits of both parents. This clone blooms on and off all year with stunning bright red flow- FLOWER COLOR Red ers which are irresistible to hummingbirds. It has a dense, uniform growth habit, growing at FLOWER SEASON All year a moderate rate to 4-5 feet tall and wide. It is much more densely-branched than Calliandra EXPOSURE Full sun,reflected sun califor�nica. Because it is a clone, Sierra IS StarrTM may be used successfully in semi- formal rows and masses. It performs best in WATER Low to moderate full sun, and thrives in reflected heat expo- sures. In mild regions this plant may remain GROWTH RATE Moderate-fast evergreen. The stems are hardy to about 18° F and the plant is root hardy to at least 15° F. HARDINESS 15° F;USDA Zone 8 An occasional thinning will keep plants full and healthy. H fi yy% - A, i wL r / fy 3 t, '% gy «, sr v✓' µ 1 - ' / ,�rY aye ' , \ * ' .:47 � 1 ... yam. * -, i;.: /.,. / is -,.,, / + s ,. fib,', / ' ' A h * yri 9, 4 % ///�, i y // © Copyright by Mountain States Wholesale Nursery 2004 <:, iii' */; '° • DALEA PULCHRA MOUNTAINSE� INDIGO BUSH 4.4, ''' . ' ,,/',,', . eitesALE 10.\'5 This evergreen shrub is an Arizona AT A GLANCE SUMMARY native. It has an open, rounded form SIZE(H X W) 5 feet x 5 feet with delicate silver foliage. Masses of purple flowers are produced in the FLOWER COLOR Purple winter and early spring. The nectar- rich blossoms attract lots of bees and FLOWER SEASON Late Winter,Early butterflies. Indigo bush thrives in fu 11 Spring sun and reflected heat exposures. It EXPOSURE Full Sun,Reflected Sun also tolerates temperatures as low as WATER Low 15° F. Indigo bush is S short-lived if over-watered, so plant it in well- GROWTH RATE Moderate to Fast drained soil and be careful not to kill HARDINESS 15 F,USDA Zone 8 H it with kindness. �/� ,,�,„/,��/��� PRUNING Shear in Early Summer jai//%:%Y.;://o✓///%//// / i /"!4?i';‘,',,;/::,:;;;*4'75!';- ,:�; / x / / i� t mo, 1 >;:r''/ '':'1 /7 //''' ' ': G%/� ' / / / i ft/;/:,;1,/ /' / , ./r�k / /. //o1 � ' / r o, ri ,�1/ „/ I/ii, // / "'::'21/;*"/% ' /,,,, / ',/,'; — '' —/ ,,,A - , ,,,,' ,/ / /' � � ��'ryj' �'� %// /� ,�/�//i,j/,;/ .o, 6z ,„;4,'”' 4 x-„,/;,,7,, %/--, / ,�r r ,',r / c r '°,?//'!I 'B i tI - :"', 7'''''z' ”./ r7 — *,,,-e' . 4i* / /» rii , .:.tin„ h .. , ,,,- /,',, /‘. rr/%/ / „,,,,,:, .,, ///,,,,,,,‘ ‘ r iii/ � i,; -7_, /,;�- '5 „/- , '‘,,.;;;;:,. /X ,';,%/1' , �/jp% / ,” ��/ r /, y' .ir/ �//,//4 O/ ',/%/, � r/i./,jj/ jmo/ / "ri,// //„//i�4 /'/ io "/�//r,:/ii � 7wyi„ 4 %:: v/„ �, 12; ,, ice/ a / / ;H � � �j,:'''',,,/ �/ � /� �.,,,i',/„;,,/,'4",' /jpa/ It © Copyright by Mountain States Wholesale Nursery 2006 Visit our web site at www.mswn.com for more information. I I , , yam; I 1 ,,, 41), 4-J SOPHORA SECUNDIFLORA 'SILVER S LVER PESO' MMINTA. ;, ,,S SILVER-LEAFED TEXAS MOUNTAIN LAUREL 4. / ,k,,,, *oesALF 0°. Silver Peso', a clone of the Texas AT A GLANCE SUMMARY Mountain Laurel, has distinctive SIZE(H X W) 15 feet x 15 feet silver-grey foliage. It is evergreen, forming a small tree or large shrub. FLOWER COLOR Purple Very slow growing, it will eventually achieve a height of 12 to 15 feet. The FLOWER SEASON Spring purple wisteria-like flowers have the wonderful scent of grape bubble EXPOSURE Full Sun gum. The blossoms contrast nicely WATER Low with the silver foliage. Thick seed pods containing bright red, poisonous GROWTH RATE Slow seeds follow the flowers. Simply clip 11 HARDINESS l o°F,USDA Zone 7 off the pods and dispose. 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GEOTECHNICAL otir > c- - 2' 2018 EVALUATION REPORT 4f....z..,.. , •(< , , HILTON EL CONQUISTADOR SPA 10000 North Oracle Road Oro Valley,Arizona Job No. 29281H061 PREPARED FOR: Swaim Associates Ltd. 7350 East Speedway Boulevard,Suite 210 Tucson,Arizona 85710 Attn: Ed Marley, AIA, NCARB, LEED AP August 31, 2018 . , coqi,onw s on 1, ,', ,,, ,..,..—ri.. ,. , cr - 27778 c' 04. :z. RANDALL D. :.....-'- ,L, 43814 • 2 0 HARRIS , .., 0 ,,,, HEINECKE *N.. r. 45,0 • o //1 ... — Ar Justin M. Heinecke, P.E., R.G. Reviewed By: Randall D. Harris, P.E. Senior Geotechnical Engineer Senior Geotechnical Engineer ARIZONA.,,„.„, ,.., C.,?\LO,..,!tAci.,,,,, ,:,,,,,i,,,EvANp,/,1:\, ,,,,:tr.,:rt, MEXICO, ,:_l„:„...\\U.:1- 11,,,,0 ..,,,,o,, i,‘ .,,,,,,,,,y„.,?.,,,.„ Geotechnical , Environmental . , ',_----- -', -,,..,,, -..!,, , ./.7---, ,, ,, \., , , 1 ,,,,,-(K,,,?,,,, Inspections 3480 SOUTH DODGE BOULEVARD • TUCSON AZ 85713 • 520 748 2262 • www.wt-u .c m Ma erials b\il% Swaim Associates Ltd. Job No. 2928JH061 TABLE OF CONTENTS 1.0 PURPOSE 1 2.0 PROJECT DESCRIPTION 1 3.0 SCOPE OF SERVICES 3.1 Field Exploration 1 3.2 Laboratory Analyses 1 3.3 Analyses and Report 2 2 4.0 SITE CONDITIONS 3 4.1 Surface 4.2 Subsurface 3 3 5.0 GEOTECHNICAL PROPERTIES &ANALYSIS 3 5.1 Laboratory Tests 3 5.2 Field Tests 3 6.0 RECOMMENDATIONS 4 6.1 General 4 6.2 Design Considerations 4 6.3 Foundations 4 6.4 Lateral Design Criteria 6 6.5 Seismic Considerations 7 6.6 Conventional Slab-on-Grade Support 7 6.7 Drainage 8 6.8 Corrosivity 8 6.9 Pavements 8 7.0 EARTHWORK 9 7.1 General 9 7.2 Site Clearing 10 7.3 Excavation 10 7.4 Temporary Excavations and Slopes 10 7.5 Foundation Preparation 11 7.6 Conventional Interior Slab Preparation 11 7.7 Pavement Preparation 11 7.8 Materials 11 7.9 Placement and Compaction 12 7.10 Compliance 13 8.0 ADDITIONAL SERVICES 13 9.0 LIMITATIONS 13 Swaim Associates Ltd. Job No. 2928)H061 10.0 CLOSURE 14 BORING LOCATION DIAGRAM Plate 1 APPENDIX A Definition of Terminology A-1 " 2 Method of Classification A_ Boring Log Notes A-3 Boring Logs A-4 to A-6 APPENDIX B Soil Properties B-1 , 1 The Quality People GEOTECHNICAL EVALUATION HILTON EL CONQUISTADOR SPA 10000 NORTH ORACLE ROAD ORO VALLEY,ARIZONA JOB NO. 2928JH061 1.0 PURPOSE This report contains the results of our geotechnical evaluation for ar p oposed spa building to be located in Oro Valley, Arizona. The purpose of these services is torovide information ormation and recommendations regarding: • Foundation design parameters • Corrosivity(soil to concrete) • Lateral earth pressures • Slabs-on-grade • Earthwork guidelines • Seismic conditions • Pavement sections • Excavation conditions • Drainage Results of the field exploration, field tests, and laboratory testingprogrampresented are p esented in the Appendices. 2.0 PROJECT DESCRIPTION We understand the proposed spa building will be a single-story, slab-on-grade g e structure of about 7,500 square feet in plan area using wood- or metal-frame and/or masonry onry construction with conventional spread footings. Maximum wall and column loads are assumed to be 4 kips per linear foot (klf) and 60 kips, respectively. We anticipate thatround floor g level will be within 3 feet of existing site grade. Final site grading plans were not available at the time of this report. New asphalt concrete paved parking areas and drives will be included asartof p the project. Should this information not be correct, we should be notified immediately. y 3.0 SCOPE OF SERVICES 3.1 Field Exploration Three borings were drilled to depths of about 16.5 feet below existingsite grade g ade in the proposed building area. The borings were at the approximate locations shown on the The Quality People Swaim Associates Ltd. 2 Job No. 2928JH061 attached BoringLocation Diagram. A field log was prepared for each boring. These logs contain visual classifications of the materials encountered during drilling as well as interpolation of the subsurface conditions between samples. Final logs, included in Appendixrepresent A, our interpretation of the field logs and may include modifications based on laboratoryobservations and tests of the field samples. The final logs describe the materials encountered, their thickness, and the locations where samples were obtained. The Unified Soil Classification System was used to classify soils. The soil classification symbols appear on the boring logs and are briefly described in Appendix A. Local and regional geologic characteristics were used to estimate the seismic design criteria. g 3.2 Laboratory Analyses Laboratory analyses ses were performed on representative soil samples to aid in material classification and to estimate pertinent engineering properties of the on-site soils for preparation of this report. Testing was performed in general accordance with applicable ASTM and Arizona methods. The following tests were performed and the results are presented in Appendix B. • Water content • Plasticity • Dry density • Minus#200 sieve • Compression 3.3 Analyses and Report were Analyses performed and this report was prepared for the exclusive purpose of Y providinggeotechnical engineering and/or testing information and recommendations. The scope of services for this project does not include, either specifically or by implication, any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. We are available to discuss the scope of such studies with you. Thisg eotechnical engineering report includes a description of the project, a discussion of the field and laboratory testing programs, a discussion of the subsurface conditions, and design recommendations as required to satisfy the purpose previously described. l The Quality People Swaim Associates Ltd. 3 Job No. 2928JHO61 4.0 SITE CONDITIONS 4.1 Surface At the time of our exploration, the site was developed as a parkinglot for the Hilton ton El Conquistador Resort. The ground surface was covered with asphalt concrete and d wa s sloping gently downward towards the northwest. Several landscaped islands contained ontained trees and small to medium-sized plants. Fills or underground facilities such as septic p c tanks, cesspools, basements, and dry wells were not observed. Underground utilities es for lighting and irrigation were observed in the area of the proposed building. g 4.2 Subsurface As presented on the Boring Logs, surface soils to the full depth of exploration consisted of loose to very dense Silty SAND; Silty, Clayey SAND; and Poorly-graded SAND. Near-surface ace soils are of nil to low plasticity.Zones of light carbonate cementation were encountered in Boring 1. Groundwater was not encountered in any boring at the time of exploration. 5.0 GEOTECHNICAL PROPERTIES&ANALYSIS 5.1 Laboratory Tests Laboratory test results (see Appendix B) indicate that on-site subsoils near shallow foundation level exhibit low compressibility at existing water contents. Low to medium additional compression occurs when the water content is increased. Near-surface soils are of nil to low plasticity. These soils are expected to exhibit low expansion potential when recompacted, confined by loads approximating floor loads and saturated. Slabs-on-grade supported on recompacted on-site soils have a lowp otential for heaving if the water content of the soil increases. 5.2 Field Tests On-site subsoils near shallow foundation level exhibited low to high resistance to penetration using the standard penetration test method (ASTM D1586) and ring-lined barrel sampler (ASTM D3550). .,,.�,_M ._mm,.,..,..._.__...._....�...�._...�.�_�...m..___M...�,.. _.��.M... ..�....�.,..w_.,.,,...w._.�.._�.�. ._,.......w.�,�,a.._.,._._..a.�...__,,..._r�.. ..... _.,n...m. _.,...............__.__......�,..._...� /44� The Quality Peo [ Swaim Associates Ltd. 4 Job No. 2928)H061 6.0 RECOMMENDATIONS 6.1 General Recommendations contained in this report are based on our understanding of the project criteria described in Section 2.0 and the assumption that the soil and subsurface conditions are those disclosed by the borings. Others may change the plans, final elevations, number and type of structures, foundation loads, and floor levels during design or construction. Substantially different subsurface conditions from those described herein may be encountered or become known. Any changes in the project criteria or subsurface conditions shall be brought to our attention in writing. This report does not encompass the effects, if any, of underlying geologic hazards or regional groundwater withdrawal and expresses no opinion regarding their effects on surface movements at the project site. 6.2 Design Considerations Some of the surficial on-site soils encountered are loose in relative density. In addition, laboratory test results indicate that these soils become weaker and collapsible with an increase in moisture content.These soils are not suitable for support of the foundations in theirp resent state and should be over-excavated and recompacted as recommended in the EARTHWORK section of this report. Proper drainage should be provided to help prevent infiltration of moisture below the foundations. 6.3 Foundations Shallow spread-type footings may be used to support the proposed structures. Since the on-site soils are variable in relative density, the foundations should bear on engineered fills achieved by removal and recompaction of the soils below foundations.The depth and lateral extent of the engineered fills is presented in the EARTHWORK section of this report. Any existing fill on the site should not be used for support of foundations without removal and recompaction. Swaim Associates Ltd. 5 Job No. 2928JH061 Alternative footing depths and allowable bearing capacities areresented in the following p tabulation: Footing Depth Below Finished Grade" (ft) Allowable BearingCapacity2 p acit Y (psf) 1.5 2000 2.0 2500 2.5 3000 We anticipate that total settlement of the proposed structure, supported as recommended, should be less than 3/ inch. Differential settlement is anticipated to be less than 1/2 inch. Additional foundation movements could occur if water from any source infiltrates the foundation soils. Therefore, proper drainage should berovided in the final al design and during construction. Footings should have minimum widths in accordance with local building codes. The bearing capacities given are net bearing capacities and the weight of the concrete in the footings may be ignored. For foundations adjacent to slopes, a minimum horizontal setback of 5 feet should be maintained between the foundation base and slope face. In addition, the setback should be such that an imaginary line extending downward at 45 degrees from the nearest foundation edge does not intersect the slope. All footings, stem walls and masonry walls should be reinforced to reduce thep otential for distress caused by differential foundation movements. The use of s or at openings jointsp g other discontinuities in masonry walls is recommended. We recommend that the geotechnical engineer or his representative observe the footing excavations before reinforcing steel and concrete are placed. This observation is to assess whether the soils exposed are similar to those anticipated for support of the footings. Any Y soft, loose or unacceptable soils should be undercut to suitable materials and backfilled with approved fill materials or lean concrete. Soil backfill should be properly compacted. p 1 Finished grade is the lowest adjacent grade for perimeter footings and floor g level for interior footings. 2 Allowable bearing capacities assume fulfillment of EARTHWORK recommendations. Pounds per square foot(psf). :,,a, The Quaity People Swaim Associates Ltd. 6 Job No. 2928JH061 6.4 Lateral Design Criteria Lateral loads may be resisted by concrete interface friction and by passive resistance. For shallow foundations bearing on properly compacted fill at this site, we recommend the following lateral resistance criteria: • Passive: Shallow wall footings 250 psf/ft Shallow column footings 400 psf/ft • Coefficient of base friction (passive) 0.35 Earth retaining structures less than 10 feet in height, above any free water surface, with level backfill and no surcharge loads may be designed using the equivalent fluid pressure method. Recommended active equivalent fluid pressures and coefficients of base friction for unrestrained elements are: • Active: Undisturbed subsoil 40 psf/ft Compacted granular backfill 30 psf/ft Compacted site soils 35 psf/ft • Coefficient of base friction (active) 0.45 Where the design includes restrained elements, the following equivalent fluid pressures are recommended: • At-rest: Undisturbed subsoil 60 psf/ft Compacted granular backfill 55 psf/ft The equivalent fluid pressures presented herein do not include the lateral pressures arising from the presence of: • hydrostatic conditions, submergence or partial submergence • sloping backfill, positively or negatively • surcharge loading, permanent or temporary • seismic or dynamic conditions .....__...µ_.. M ._..MM __. . ._M.._ ._. _. ...M __._ m. . _. _ �.._.. . . .._...._.. . ......w......_.�...._.._ The Quality People Swaim Associates Ltd. 7 Job No. 2928J H061 We recommend a free-draining soil layer or manufactured geosynthetic material be constructed adjacent to the back of any retaining walls. A filter may be required between the soil backfill and drainage layer. This drainage zone should help prevent development of hydrostatic pressure on the wall. This vertical drainage zone should be tied into a gravity drainage system at the base of the wall. It is important that all backfill bero erl p p Y placed and compacted. Backfill should be mechanically compacted in .la ersFloodingor Y jetting should not be permitted. Care should be taken not to damage the walls when placing the backfill. Backfills should be observed and tested during placement. Fill against footings, stem walls, and any retaining walls should be compacted to densities specified in EARTHWORK. Clayey soils should not be used as backfill against retaining walls. Compaction of each lift adjacent to walls should be accomplished with hand-operated tampers or other lightweight compactors. Over-compaction may cause excessive lateral earth pressures that could result in wall movements. 6.5 Seismic Considerations For structural designs based upon the 2012 or 2015 International Building Code, the following criteria will apply. The soil site class is D. SS, the spectral acceleration for short periods, is 0.271g. Si, the spectral acceleration for a 1-second period, is 0.077g. Fa and F,,, in accordance with Table 1613.3.3(1) and 1613.3.3(2)are 1.584 and 2.400, respectively. Y 6.6 Conventional Slab-on-Grade Support Floor slabs can be supported on properly placed and compacted fill. The slab subgrade should be prepared by the procedures outlined in this report. A minimum 4-inch layer of base course should be provided beneath all slabs to help prevent capillary rise and a damp slab. The modulus of subgrade reaction (k) is estimated to be 300 poundsp er cubic inch (pci), based upon a 30-inch diameter plate. The use of vapor retarders or barriers is desirable for any slab-on-grade where the floor will be covered by products using water based adhesives, wood, vinyl backed carpet, , impermeable floor coatings (urethane, epoxy, acrylic terrazzo, etc.) or where the floor will be in contact with moisture sensitive equipment or product. When used, the design and installation should be in accordance with the recommendation given in ACI 302.1R and 302.2R. Final determination on the use of a vapor retarder should be left to the slab designer. /7/ 11L u 'Ct 1Lrp Swaim Associates Ltd. 8 Job No. 2928.1E1061 All concretep lacement and curing operations should follow the American Concrete Institute manual recommendations. Improper curing techniques and/or high slump (high water-cement ratio) could cause excessive shrinkage, cracking or curling. Concrete slabs should be allowed to cure adequately before placing vinyl or other moisture sensitive floor covering. 6.7 Drainage The major cause of soil problems in this vicinity is moisture increase in soils below structures. Therefore, it is extremely important that positive drainage be provided during construction and maintained throughout the life of the proposed development. Infiltration of water into utility or foundation excavations must be prevented during construction. If practicable, planters and/or landscaping should not be constructed adjacent to, or near the structure. If planters and/or landscaping are adjacent to or near the structure, we recommend the following: • Planters should be sealed. • Grades should slope away from the structure. • Only shallow rooted landscaping should be used. • Watering should be kept to a minimum. 6.8 Corrosivity In order to be consistent with standard local practice and for reasons of material availability, it is recommended that Type II portland cement be utilized in all concrete in contact with site soils. Detailed corrosion protection should be designed by a qualified corrosion engineer. 6.9 Pavements No specific traffic loads have been provided, but for the purpose of this evaluation it has beenp resumed that traffic loads will be 20,000 Equivalent 18-Kip Single Axle Loads (ESAL) for low frequency travel areas and 60,000 ESALs for medium frequency travel areas. Therefore, based on the existing subgrade conditions, a seasonal variation factor of 1.9, a design R-value of 50, a reliability value of 75 percent, and a resilient modulus of 21,409 psi, the following pavement sections are recommended for a 20-year design life: Swaim Associates Ltd. 9 Job No. 2928JH061 Traffic Area Asphalt Concrete Base Course Pavement(inches) (inches) Passenger car parking and drives (low traffic frequency) 2 4 Major access drives (medium traffic frequency) 3 4 Due to the high static loads imposed by parked trucks in loading and unloading areas and at dumpster locations, we recommend that a rigid pavement section be considered for these areas. A minimum 6-inch thick portland cement concreteavem p ent is recommended. Base course and asphalt concrete should conform to PAG (Pima Association of Governments) Standard Specifications for Public Improvements, Current Edition. Bituminous surfacing should be constructed of dense-graded, centrallant-mix asphalt p p concrete and should conform to the specifications for what is referred to locally as "PAG 2 for Local Streets." Material and compaction requirements should conform to recommendationsp resented under EARTHWORK. The gradient of paved surfaces should ensureositive drainage. p g Water should not pond in areas directly adjoining paved sections. The on-site subgrade soils may soften and lose stability if subjected to conditions that result in an increase in water content. The "design life" (20 years) of a pavement is defined as the expected life at the end of which reconstruction of the pavement will need to occur. Normal maintenance, including crack sealing, slurry sealing, and/or chip sealing, should be performed during the life of the pavement. 7.0 EARTHWORK 7.1 General The conclusions contained in this report for the proposed construction are contingent upon compliance with recommendations presented in this section. Any excavating, trenching, or disturbance that occurs after completion of the earthwork must be backfilled, compacted and tested in accordance with the recommendations contained .....�..�,..,_...,..�........._...�._.�....,_..,_.�_._..._,........__..._....�._.�,._,..�..,._.......m._.._�._._...,,_._..�.._..,.,.., ,�...�.._..,,..�,..... �.,�,.,�.�..,�...,�,.�,.�.,M.....�....._�.._.. ..,�,..�.a_�.,a_.,_,.,.,�..,,�_.�,., .�.�,.,�...,�..._w�..,�...... ._..� ����p' The( udlitv People Swaim Associates Ltd. 10 Job No. 2928)H061 herein. It is not reasonable to rely upon our conclusions and recommendations if any future unobserved and untested trenching, earthwork activities or backfilling occurs. Although fills or underground facilities such as septic tanks, cesspools, basements, and dry wells were not observed, such features might be encountered during construction. These features should be demolished in accordance with the recommendations of the geotechnical engineer. Any loose or disturbed soils resulting from demolition should be removed or recompacted as engineered fill and any excavations should be backfilled in accordance with recommendations presented herein. 7.2 Site Clearing Strip and remove any existing fill material, vegetation, debris, and any other deleterious materials from the building and pavement areas. The building area is defined as that area within the building footprint plus 5 feet beyond the perimeter of that footprint. All exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. 7.3 Excavation We anticipate that excavations for shallow foundations and utility trenches for the proposed construction can be accomplished with conventional equipment. Excavations penetrating the underlying very dense soil may require the use of heavy-duty, specialized equipment to facilitate removal. The speed and ease of excavation is dependent on the nature of the deposit, the type of equipment used, and the skill and experience of the equipment operator. The soils to be penetrated by the proposed excavations may vary significantly across the site. Our soil classifications are based solely on the materials encountered in widely spaced exploratory test borings. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If different subsurface conditions are found at the time of construction, we should be contacted immediately to evaluate the conditions encountered. 7.4 Temporary Excavations and Slopes Temporary, non-surcharged construction excavations should be sloped or shored. The individual contractor should be made responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local _ .._ ._... _ _w _..__.. The Quality People Swaim Associates Ltd. 11. Job No. 2928)H061 and federal regulations, including current OSHA excavation and trench safety standards. OSHA recommends a maximum slope inclination of %:1 (horizontal:vertical) for Type A soils, 1:1 for Type B soils, and 1%2:1 for Type C soils. As a safety measure, it is recommended that all vehicles and soil piles be kept a minimum lateral distance back from the crest of the slope at least equal to the slope height. The g exposed slope face should be protected against the elements. 7.5 Foundation Preparation In footing areas, remove existing soils as required to a minimum depth of 2 feet below the bottom of the footing, or 2 feet below the existing ground surface whichever depth is greater. Removal should extend a minimum of 2 feet beyond the footing edges. Replace with engineered fill material. It may be more practical to remove soils to the maximum depth beneath allp ortions of the structure area. If this is done, the removal and recompaction should extend at least 5 feet beyond the perimeter footings. 7.6 Conventional Interior Slab Preparation Scarify, moisten or dry as required, and compact all subgrade soils to a minimum depth of 10 inches. The subgrade preparation is to be accomplished in a manner that will result in uniform water contents and densities after compaction. 7.7 Pavement Preparation The subgrade should be scarified, moistened as required, and recompacted for a minimum depth of 10 inches prior to placement of fill and pavement materials. 7.8 Materials Clean on-site soils with low expansive potentials and maximum dimension of 6 inches or imported materials may be used as fill material for the following: • Foundation areas • Interior slab areas • Pavement areas • Backfill The Quaiity People Swaim Associates Ltd. 12 Job No. 2928J H061 Imported soils should conform to the following: • Gradation (ASTM C136): percent finer by weight 6" 100 4„ 85-100 3/4" 70-100 No.4 Sieve 50-100 No. 200 Sieve 40 (max) • Maximum expansive potential (%)3 1.5 • Maximum soluble sulfates (%) 0.10 Base course should conform to PAG (Pima Association of Governments) Standard Specifications for Public Improvements or other local government specifications. 7.9 Placement and Compaction a. Place and compact fill in horizontal lifts, using equipment and procedures that will produce recommended water contents and densities throughout the lift. b. Uncompacted lift thickness should not exceed 12 inches. c. Materials should be compacted to the following: Minimum Percent Material Compaction (ASTM D698) • On-site or imported soil, reworked and fill: Below footings 95 Below slabs-on-grade 95 Below pavement 95 • Base course below slabs-on-grade 95 3 Measured on a sample compacted to approximately 95 percent of the ASTM D698 maximum dry density at about 3 percent below optimum water content.The sample is confined under a 100 psf surcharge and submerged. The(duality Peale Swaim Associates Ltd. 13 Job No. 2928JH061 • Aggregate base belowavement p (public right-of-way) 100 • Aggregate base below pavement(private drives, parking areas) 95 • Nonstructural backfill 90 On-site and imported soils should be compacted within a water content range percent below to 3 percent above optimum. 7.10 Compliance Recommendations for slabs-on-grade, foundations, and pavement elements supported pp ted on compacted fills or prepared subgrade depend upon compliance with EARTHWORK recommendations. To assess compliance, observation and testing should bep erformed under the direction of a WT geotechnical engineer. Please contact us torovide these t ese observation and testing services. 8.0 ADDITIONAL SERVICES The recommendations provided in this report are based on the assum tion that a sufficient p schedule of tests and observations will be performed during construction to verify compliance. At a minimum, these tests and observations should be comprised of the following: g • Observations and testing during site preparation and earthwork, • Observation of foundation excavations, and • Consultation as may be required during construction. Retaining the geotechnical engineer who developed your report to provide construction observation is the best way to verify compliance, and to help you manage the risks associated ated with unanticipated conditions. 9.0 LIMITATIONS This report has been prepared assuming the project criteria described in 2.0 PROJECT DESCRIPTION. If changes in the project criteria occur, or if different subsurface conditions are encountered or become known, the conclusions and recommendations presented herein shall become invalid. In any such event, WT should be contacted in order to assess the effect that .�.._..�...,.,....a�..___M�.m.....r.._..._...._..,................�._�._..�...�...�.�.._ „�.�....�.m,..�.._.�.._..��. �...�,,...�.... ......,,.,,.,.._...,,�., .....�_m..,v..__._. ....,,.,.�.,,.._....m_._,._. ....,,, ,...... '. _.'�.. \ The Qua1it?People 11111111111111111111M era 1e ISM _, Swaim Associates Ltd. 14 Job No. 2928)H061 such variations mayhave on our conclusions and recommendations. If WT is not retained for the construction observation and testing services to determine compliance with this report, our professional responsibility is accordingly limited. The recommendations presented are based entirely upon data derived from a limited number of samples obtained from widely spaced explorations. The attached logs are indicators of subsurface conditions only at the specific locations and times noted. This report assumes the uniformity of the geology and soil structure between explorations, however variations can and often do exist. Whenever any deviation, difference, or change is encountered or becomes known, WT should be contacted. This report is for the exclusive benefit of our client alone. There are no intended third-party beneficiaries of our contract with the client or this report. and nothing contained in the contract or this report shall create any express or implied contractual or any other relationship with, or claim or cause of action for, any third party against WT. This report is valid for the earlier of one year from the date of issuance, a change in circumstances, or discovered variations. After expiration, no person or entity shall rely on this report without the express written authorization of WT. 10.0 CLOSURE We prepared this report as an aid to the designers of the proposed project. The comments, statements, recommendations and conclusions set forth in this report reflect the opinions of the authors. These opinions are based upon data obtained at the location of the explorations, and from laboratory tests. Work on your project was performed in accordance with generally accepted standards and practices utilized by professionals providing similar services in this locality. No other warranty, express or implied, is made. (7°1-341 The Quality People W F-- J E2 2 "°,� l/'',,s• •/ -7� ////�,ir, y, /--// /. , CC 6 - , 4 -‘,/,‘ ., , , ,„ , ,,, „, LU w 1.L'''. 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'', �, 1 /o/i/ ci /�//,, /��. y // a %/i//i f "fie •� �j/!// /;. 1.v / � ,r '�„', //i � .'%." /ter/ /i,s �; 03 44/7'Xigilf , ;;,-,:y//, .,-'7/e,./:,,,,-4',/- ///p/ / ///' //j///�// , //''''''7-A,;'"—/ ; y, ,,r,.;, -/j, i/j �� ,�� .dir"is� / ���iii,� �-.i/ // %%%! / y% moi, it,,/,, /i%jr, i.f ��'.. i,%�/ `%ro ,fix;/.. /%io//,, %/ /,..: Y�,r; �/%i,• �.� i�!/i/�///iii /i.,// r.;,;i,t �// � �� v�%.. ,� ./%% y„//,/%/// %���/� :// � /�//moi /�„„,/,,,,,// �-/Vit. i y' % i/ 0 Z 2.:,,, (iirc''– ,,/,;.,,,,,,,,,,, .////,'-- ,,),, ,-;,.4'. 1,,,, zf-„/,'-''t,/ ' ';.?, , -,,,,;,.. .,,,,,,,,, Lii Q V . __ ._w Allowable Soil Bearing Capacity The recommended maximum contact stress developed at the interface of the foundation element and the supporting material. Backfill A specified material placed and compacted in a confined area. Base Course A layer of specified aggregate material placed on a subgrade or subbase. Base Course Grade Top of base course. Bench A horizontal surface in a sloped deposit. Caisson/Drilled Shaft A concrete foundation element cast in a circular excavation which may have an enlarged base(or belled caisson). Concrete Slabs-On-Grade A concrete surface layer cast directly upon base course,subbase or subgrade. Crushed Rock Base Course A base course composed of crushed rock of a specified gradation. Differential Settlement Unequal settlement between or within foundation elements of a structure. Engineered Fill Specified soil or aggregate material placed and compacted to specified density and/or moisture conditions under observations of a representative of a soil engineer. Existing Fill Materials deposited through the action of man prior to exploration of the site. Existing Grade The ground surface at the time of field exploration. Expansive Potential The potential of a soil to expand (increase in volume)due to absorption of moisture. Fill Materials deposited by the actions of man. Finished Grade The final grade created as a part of the project. Gravel Base Course A base course composed of naturally occurring gravel with a specified gradation. Heave Upward movement. Native Grade The naturally occurring ground surface. Native Soil Naturally occurring on-site soil. Rock A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling,wedging, blasting or other methods of extraordinary force for excavation. Sand and Gravel Base Course A base course of sand and gravel of a specified gradation. Sand Base Course A base course composed primarily of sand of a specified gradation. Scarify To mechanically loosen soil or break down existing soil structure. Settlement Downward movement. Soil Any unconsolidated material composed of discrete solid particles,derived from the physical and/or chemical disintegration of vegetable or mineral matter, which can be separated by gentle mechanical means such as agitation in water. Strip To remove from present location. Subbase A layer of specified material placed to form a layer between the subgrade and base course. Subbase Grade Top of subbase. Subgrade Prepared native soil surface. PLATE Geotechnical Western Environmental Technologies Inc. Inspections The Quality People DEFINITION OF TERMINOLOGY A- 1 Materials Since 1955 wt-us.coon ©81 WTI 091614 COARSE-GRAINED SOILS FINE-GRAINED SOILS LESS THAN 50%FINES MORE THAN 50%FINES GROUP DESCRIPTION MAJOR GROUP SYMBOLS DESCRIPTION MAJOR DIVISIONS SYMBOLS DIVISIONS GW WELL-GRADED GRAVEL OR WELL-GRADED SILT,SILT WITH SAND OR GRAVEL,SANDY SILT,OR GRAVEL WITH SAND,LESS THAN 5%FINES ML GRAVELLY SILT SILTS GRAVELS POORLY-GRADED GRAVEL OR POORLY-GRADED MORE THAN CL LEAN CLAY OF LOW TO MEDIUM PLASTICITY, AND GP GRAVEL WITH SAND,LESS THAN 5%FINES HALF CLAYS SANDY CLAY,OR GRAVELLY CLAY OF COARSE LIQUID LIMIT GM SILTY GRAVEL OR SILTY GRAVEL WITH SAND, FRACTION ORGANIC SILT OR ORGANIC CLAY OF LOW TO LESS MORE THAN 12%FINES IS LARGER THAN OL MEDIUM PLASTICITY THAN 50 NO.4 CLAYEY GRAVEL OR CLAYEY GRAVEL WITH SIEVE SIZE GC MH ELASTIC SILT,SANDY ELASTIC SILT,OR GRAVELLY SILTS SAND,MORE THAN 12%FINES ELASTIC SILT MH WELL-GRADED SAND OR WELL-GRADED SAND AND FAT CLAY OF HIGH PLASTICITY,SANDY FAT CLAY,OR CLAYS SW CH WITH GRAVEL,LESS THAN 5%FINES SANDS GRAVELLY FAT CLAY LIQUID LIMIT SP POORLY-GRADED SAND OR POORLY-GRADED MORE THAN ORGANIC SILT OR ORGANIC CLAY OF HIGH MORE SAND WITH GRAVEL,LESS THAN 5%FINES HALF OH PLASTICITY THAN 50 OF COARSE SILTY SAND OR SILTY SAND WITH GRAVEL, FRACTION SM IS SMALLER MORE THAN 12%FINES THAN HIGHLY NO.4 PT PEAT AND OTHER HIGHLY ORGANIC SOILS ORGANIC SC CLAYEY SAND OR CLAYEY SAND WITH GRAVEL, SIEVE SIZE MORE THAN 12%FINES SOILS NOTE: Coarse-grained soils receive dual s mbols if the ' Y Y NOTE: Fine-grained soils may receive dual classification contain 5%to 12%fines(e.g.,SW-SM,GP-GC). based upon plasticity characteristics(e.g.CL-ML). SOIL SIZES CONSISTENCY COMPONENT SIZE RANGE CLAYS&SILTS BLOWS PER FOOT BOULDERS Above 12 in. VERY SOFT 0—2 COBBLES 3 in.—12 in. SOFT 3—4 FIRM 5—8 GRAVEL No.4—3 in. STIFF 9—15 Coarse %in.—3 in. VERY STIFF 16—30 Fine No.4—%in. HARD OVER 30 SAND No.200—No.4 RELATIVE DENSITY Coarse No.10—No.4 SANDS&GRAVELS BLOWS PER FOOT Medium No.40—No.10 VERY LOOSE 0—4 Fine No.200—No.40 LOOSE 5—10 MEDIUM DENSE 11—30 Fines(Silt or Clay) Below No.200 DENSE 31—50 VERY DENSE OVER 50 NOTE: Only sizes smaller than three inches are NOTE: Number of blows using 140-pound hammer used to classify soils falling 30 inches to drive a 2-inch-OD (1%-inch ID)split-barrel sampler(ASTM D1586). PLASTICITY OF FINE GRAINED SOILS DEFINITION OF WATER CONTENT PLASTICITY INDEX TERM DRY 0 NON-PLASTIC SLIGHTLY DAMP 1_7 LOW DAMP 8—20 MEDIUM MOIST WET Over 20 HIGH SATURATED Geotechnical Western PLATE Environmental Technologies Inc. Inspections The Quality People METHOD OF CLASSIFICATION A-2 Materials Since 1955 wt-us.com ©81 WTI 090414 The number shown in "BORING NO." refers to the approximate location of the same number indicated on the"Boring Location Diagram"as positioned in the field by pacing or measurement from property lines and/or existing features,or through the use of Global Positioning System(GPS)devices.The accuracy of GPS devices is somewhat variable. "DRILLING TYPE" refers to the exploratory equipment used in the boring wherein HSA=hollow stem auger, and the dimension presented is the outside diameter of the HSA used. "N"in"BLOW COUNTS" refers to a 2-inch outside diameter split-barrel sampler driven into the ground with a 140 pound drop- hammer dropped 30 inches repeatedly until a penetration of 18 inches is achieved or until refusal.The number of blows,or"blow count", of the hammer is recorded for each of three 6-inch increments totaling 18 inches. The number of blows required for advancing the sampler for the last 12 inches(2nd and 3rd increments)is defined as the Standard Penetration Test(SPT)"N"-Value. Refusal to penetration is considered more than 50 blows per 6 inches.(Ref.ASTM D1586). "R"in"BLOW COUNTS"refers to a 3-inch outside diameter ring-lined split barrel sampler driven into the ground with a 140 pound drop-hammer dropped 30 inches repeatedly until a penetration of 12 inch is achieved or until refusal. The number of blows required to advance the sampler 12 inches is defined as the"R"blow count.The"R"blow count requires an engineered conversion to an equivalent SPT N-Value. Refusal to penetration is considered more than 50 blows per foot.(Ref.ASTM D3550). "CS"in"BLOWS/FT."refers to a 212-in.outside diameter California style split-barrel sampler, lined with brass sleeves,driven into the ground with a 140-pound hammer dropped 30 inches repeatedly until a penetration of 18 inches is achieved or until refusal. The number of blows of the hammer is recorded for each of the three 6-inch increments totaling 18 inches.The number of blows required for advancing the sampler for the last 12 inches(2nd and 3rd increments)is defined as the"CS"blow count.The"CS"blow count requires an engineered conversion to an equivalent SPT N-Value. Refusal to penetration is considered more than 50 blows for a 6-inch increment.(Ref.ASTM D 3550) "SAMPLE TYPE" refers to the form of sample recovery, in which N=Split-barrel sample, R= Ring-lined sample, "CS"=California style split-barrel sample,G=Grab sample,B=Bucket sample,C=Core sample(ex.diamond bit rock coring). "DRY DENSITY(LBS/CU FT)"refers to the laboratory-determined dry density in pounds per cubic foot.The symbol"NR"indicates that no sample was recovered. "WATER(MOISTURE)CONTENT"(%of Dry Wt.)refers to the laboratory-determined water content in percent using the standard test method ASTM D2216. "USCS"refers to the"Unified Soil Classification System"Group Symbol for the soil type as defined by ASTM D2487 and D2488.The soils were classified visually in the field,and where appropriate,classifications were modified by visual examination of samples in the laboratory and/or by appropriate tests. These notes and boring logs are intended for use in conjunction with the purposes of our services defined in the text. Boring log data should not be construed as part of the construction plans nor as defining construction conditions. Boring logs depict our interpretations of subsurface conditions at the locations and on the date(s)noted.Variations in subsurface conditions and characteristics may occur between borings.Groundwater levels may fluctuate due to seasonal variations and other factors. The stratification lines shown on the boring logs represent our interpretation of the approximate boundary between soil or rock types based upon visual field classification at the boring location. The transition between materials is approximate and may be more or less gradual than indicated. PLATE Geotechnical Western Environmental Technologies Inc. Inspections The Quality People BORING LOG NOTES A-3 Materials Since 1955 wt-us.cnm ©81WTI 091614 DATE DRILLED: 8-17-18 BORING NO. 1 EQUIPMENT TYPE: CME-75 LOCATION: See Location Diagram DRILLING TYPE: 8"HSA ELEVATION: Not Determined LOGGED BY: K. Dao w - m z u_ w cn w '- ,2 >- w U w a- p z - u 0_ SOIL DESCRIPTION Ooo }m c < m0 IH - cc 2U ccJ Q v w c� – w 0 G 'X.:, W2" Asphalt Concrete on 3" Aggregate Base Course SM . • Poorly-graded SAND; with gravel, brown, loose, slightly damp 4.1 1 1 2 R I 13 w 0 •H . •.; - .•••. w 1.4 109 R 31 5 '•�;'' • • medium dense oz �O — O a .• : E i) O Q ' ••: very dense, light cementation z l- b- -- •. b-w N 36 10J • 0 „ O w 4 50/5 . J cru_ O< Lu I-- '. •. 20 — ••.• : Lu LLj .'• Q= : : z medium dense, no cementation 1= N 8 15- . ••. QQ / • UU I 12 . •. O2 / 15 T= — Boring Stopped at 16.5 Feet QQ }w JU ZZ — 0= wU a_Q Q 0 cc z N- STANDARD PENETRATION TEST NOTES: Groundwater not encountered. U) R- RING SAMPLE D o NR- NO SAMPLE RECOVERY CD Q G- GRAB SAMPLE U I o CS- CALIFORNIA SPLIT SPOON SAMPLE Geotechnical Western PROJECT: HILTON EL CONQUISTADOR SPA PLATE Environmental Technologies Inc. JOB NO.: 2928JH061 Inspections The Quality People A-4 Materials Since 1955 BORING LOG DATE DRILLED: 8-17-18 BORING NO. 2 EQUIPMENT TYPE: CME-75 LOCATION: See Location Diagram DRILLING TYPE: 8"HSA ELEVATION: Not Determined LOGGED BY: K. Dao >-_ � w U_ °C Lii z> (LL" F I- Ln = SOIL DESCRIPTION II--�o}c w0 w 2 Oz v Cl) < cnzo p�o 0 Lc15 >_gcl t < m0 H D cc LU 0 ca 0 G .: miL,2" Asphalt Concrete on 3" Aggregate Base Course SM :: : Silty SAND; with gravel, brown, dense, damp ::::=::: • — • 4.0 117 R 55 .'. : cc Lu =� — : H = H ' •; '• Q _ 5- w 3.3 113 R 74/11 o• z — 2 — . E-(7) ::::: z o� — • • 0 •: : very dense O w •. z I- . O z 17 10— . .••. U( N 17 .. Ow J c rff 34 • O Q ✓Z . •. wLLi . H F-- Q= OH • Q�- :• loose z oo 15— 2 UU • .: • _1- Boring Stopped at 16.5 Feet — QQ }w J — Z z 0= w U - 0_Q CL Q� CC z N- STANDARD PENETRATION TEST NOTES: Groundwater not encountered. cn R- RING SAMPLE D o NR- NO SAMPLE RECOVERY u,Q G- GRAB SAMPLE 1 o CS- CALIFORNIA SPLIT SPOON SAMPLE PROJECT: HILTON EL CONQUISTADOR SPA PLATE Geotechnical Western JOB NO.: 2928JH061 Environmental Technologies Inc. A-5 Inspections The Quality People LMaterials Since 1955 BORING LOG1 DATE DRILLED: 8-17-18 BORING NO. 3 EQUIPMENT TYPE: CME-75 LOCATION: See Location Diagram DRILLING TYPE: 8"HSA ELEVATION: Not Determined LOGGED BY: K.Dao - >-^ w 0- u) ilfi 12U-1>- F>-ci w U w a- --'z U 0_ SOIL DESCRIPTION 000 }m t ( m0 C c0 oo cc U w 7 – w 0 G - 2" Asphalt Concrete on 3" Aggregate Base Course __ — SIVI `.f;: Silty, Clayey SAND; with gravel, brown, medium dense, slightly . , ▪ damp 3.3 106 R I 21 : 4,:•• w w 2.2 108 R • 46Li_ 5— C3 z o .w . u — : Z J . E3-0)- z '.. Ucn : Z 1— - . C7z10 �'` 0u N 8 O w 8 10 J ' u_� — - Lu 1— u.,Li; �• 1---I ,— Q= .f-- o :•:. . z– — Q> dense z :: ▪ very z .: 17-I= N 15- . � Q Q �' 2 6 p"...-., U U 25 OO / 25 ~ Boring Stopped at 16.5 Feet QQ }w zz — o= wU J> — a_Q Q� �Q NOTES: STANDARD PENETRATION TEST N O ES. Groundwater not encountered. U) R- RING SAMPLE z o NR- NO SAMPLE RECOVERY Q G- GRAB SAMPLE o CS- CALIFORNIA SPLIT SPOON SAMPLE Geotechnical we ,PROJECT: HILTON EL CONQUISTADOR SPA PLATE stern Environmental Technologies Inc. JOB NO.: 2928JH061 Inspections The Quality People A-6 Materials Since 1955 BORING LOG tit '-I E N N N N < Mu cu CL CL CU Q7s Q. cnVI a 4, to C a '� o en © a V1 0 it r-I N en v) W a a cc O 0 Ce X t W a_ CL 5 a in C z z LID a o Zu ill. ca _ ' u a pCC U a in E �'_ � z w- c J Il = 'E � N o _ O a' til N . 00 2- N C wl O a ' .. cn a co o IL X u z X --� O m 2 W '47-, O a (13 o 1Z E .N m o 0 s .4... z ° W X L v II o ■i CI_ en - `'L' cn ZCD „ W ...Ce s. cc Q O hA Z, L c Om C a �' en In ltD N C `n "� p c� MI if, J 'tn Q o r-i Ni �t 3 .L =£tn v) a a v)42 cu ra0. vc (i) 0 --'LB 4 ,c,'? a 0 w ,f V N Q td =' N In 00 vii '� p O O O O O Ft0 E 0 a le U O O O O O O D+, C y „. "yi r-i (Nir1 Nin • 3 C X :. tAi co LC C Ort +ca Q+ a '"� Cr O M M N a.) LO 47. C - r-I 4 M M N C D v _Q O L. 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