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FTM2018-0004ta Q"tra CAI WORNIA August 1, 2018 Mr. Carter McLarand SLF Adams Street La Quinta, LLC 2 Park Plaza, Suite 700 Irvine, CA 92614 RE: Substantial Conformance for Tentative Tract Map No. 37359 and SDP2017-0012 Dear Mr. McLarand: This letter is to inform you that the Design and Development Department has approved the Substantial Conformance request received from MDS Consulting, Inc. The Design and Development Department has determined that changes shown on the Substantial Conformance No. 1 exhibit dated July 5, 2018 substantially conform to the Tentative Tract Map. The grading plan will need to show how the pad elevation reductions relate to the existing landscape lot which is owned by others. No grading is permitted within the landscape lot until proof of concurrence by the landscape lot owner is provided. If you have questions regarding this matter, please contact me at (760) 777-7045. Sincerely, 4rnl-�'cl Kinney, P.E. City Engineer cc: Chris Bergh, MDS Consulting �I M II I < 0 EQ Z 0 co J U_ J z_ co Z co w VIA OPAZIANNA -J II � `II II � i II II I 43' II II I AUTO CENTER WAY SOUTH EXISTING RIGHT OF WAY I 74' LOT " N' CR (REGIONAL COMMERCIAL) PM R PMB 227/927/92-93 TRACT NOT A PART I BOUNDARY (VACANT) PROPOSED TRACT BOUNDARY L \ I N 89'39'5f E OPEN SPACE/LANDSCAPE I� I 20' I - 16 PAD=55.5 PAD=65.5 f 14 2 , 13 PAD 65.4 PAD=65.4 1 z I� 25' PRIVATE STREET 20' to z 11 12 30' 11 g I PAD=65.4 PAD=65.4 CD z ,-x., 31' IL- - w 10 9 zl PAD=65.5 PAD=65.5 YI--------------- a NI tri � z 8 co of 7 PAD=64.2 mG PADS-=644..2 II II I 5 it 20' PAD__6641 - PAID=6644..11 30 o II N /I II z I - • r- 3 PAS I ----L I 2 II �' PAD I2 II Q STORM DRAIN EASEMENT II � z II PAD 64.2 P D=64.1 P D=63. 2 (( 2 71. - 70 69 PAD464.1 II II N PAD=1 64.2 ' I �I _ t- 72 73 74 'r AD 64.�� PAD-64.0 PAD=63.7 BUILDING SETBACK LINE = 10' N 89'51'4r W 150.00' TRACT BOUNDARY 4040 NOT A PART b (CVWD WELL SITE) z RIGHT OF WAY PORTION OF AUTO CENTER WAY SOUTH,---,,,., LOT "A" TO BE VACATED BY SEPARATE(, r� STREET VACATION PROCESS PRIOR TO I RECORDATION OF FINAL TRACT MAP. 392.47' I L- - BUILDING SETBACK LINE = 10_ -IJ 18 � PAD=66.4 19 38' 14' PAD=66.4 20' J 17 20 25 PAD=66.3 l F PAD=66.3 37' PRIVATE STREET SEE SECTION ON SHEET C4 _• u v 5' SIDEWALK 6$ 30 _ zo' 67 54 20' 53 PAI Al;-_ T 18' PAD=64.9 PAD=64.9 1 a FAD=64.D F ,D=64.3 1 18' SAD-= = _f� C= CD z 65 66 PAD=64.9 PAD=64.9 Y 20' 55 20' 56 30, J 1 ao 30' _ \� 64 N 20'63 A,.J.4 8 20 57 fti r� PAD=64.0 PAD=64.1 T 18' 1 D c.5 PAD=63.9 PAD=64.1 61 20' 62 30' 59 20' 60 �a� � - PROPOSED RIGHT OF WAY 23 2" 24 PAD=66.7 PA=66.8 21 PAD=66.7 _BUILDING OPEN SPACE 25 _20'_ 26 A PAD=66.7 PAD=66.8 J�LJ PAD=66.7 28 N N V1 J 30, PAD=66.8 27 ,,1 CY it �.aQ ;ETBACK LINE = 10' TRACT BOUNDARY 31 20'32 � P cN � 33 zo' 34 24 PAD=67.9 PA=67.8 PAD=67.8 PAD=67.9 PAD=67.9 PAD=67.8 PAD=67.8 PAD=67.9 14, 30 29 25 36 35 N " 7 `j "-PARALLEL PARKING (TYP.) 52 20' 51 38 20' 37 PAD=64.9 PAD=64.9 PAD=65.7 PAD=65.7 17' u 18' 1 PAD=64.9 PAD=64.9 PAD=65.7 PAD=65.7 49 20 50 30' 39 20 40 o= o1 48 47 42 41 s PAD=64.0 PAD=64.0 pAD=64.6 PAD=64.6 1 18' E-70 j Ff +,F- PAD=64.0 pAD=64.6 PAD=64.6 45 20' 46 30' 43 2o' 44 Z RECREATION AREA �.. - (SEE LANDSCAPE PLANS) 12 45 �_ w PAD=64.0 PAD=63.7 PAD=63.6 _ PAD=63.5 PAD=63.8 PAD=64.0 PAD=63.8 PAD=63.3 N 77 98 97 L 96 1 °' 101 100 99 �I 76 75 Pao=s4.1� N 12' U 1 95 101 Pao78 79 80 93 94 PAD=64J-102 103 104 i PAD=63.8 PAD=63.6 v z PAD=63.5 PAD=63.8 PAD=63.8 PAD=63.6 PAD=63.3 41 0 + t+t PAD464.3 pAD+=64.1 PAD=63.9 1 a o 1 PAD=64.0 PAD=64.3 PAD=64.4 PAD=64.4 PAD=64.1 �I 83 � 82 81 N w 92 91 � L 107 90 � ° PAD=6 ,7z 106 105 L !n jI � =1 , n L 89 - I 84 PAD=64.2 PAD=63,9 ® r&AD=64.410' _ 87 gg 109 110 .PAD-64.4 ,­T 10$ '-"65. $5 $(j PAD-63.9 PAD-64.2 PAD-64.4 PAD-64.3 PAD-64.0 rT BUILDING'SETBACK LINE = 10' T' AVENIINE APARTMENTS N 89051'43e W 793.03' 'w 37' PRIVATE STREET " 3.' 17' PAD=65.6 PAD=65.9 O�131 130 129 I I 11 I N 11 I IIIJIIII�PAD=65.7 _ ��i I II II I 126127F [F- 128 II II I CL:4, PAD=65.3 PAD=65.6 PAD=65.8 II II I (D I PAD=64.9 PAD=65.2NE II II I Cf 125 124 123 I II II [PAD=65.4 w II I J IaI Q 11 I II " 120 121 122 1 W 37' 3' PAD=64.6 PAD=64.9 PAD=65.1 5 1 Z PAD=64.2 PAD=64.4 I--- I �! Q 119 118 117 I I PAD=64.7 z I II I Q Z Substantial Conformance Notes 1. UPON PREPARATION OF FINAL ENGINEERNG OF S:__WER IMPROVEMENT ANC STORM DRAIN IMPROVEMENT PLANS, IT WAS DETERMINED THAT BY EXTENDING Th'E STORM DRAIN WESTERLY APPROXIMATELY 200 FEET, AN ADDITIONAL LOW POINT (;OULD BE INSERTED AT THE SOUTHERLY END OF THE MOS WESTERLY STREET, ALL)WING ALL PADS ADJACENT TO ADAMS STREET TO BE L)WERED APPROXIMATELY 1.0 TO 2.0 FEET. 2. SUMMARY OF PAD ELEVATION ADJUSTMENTS BY ( LUSTER UNITS 1 THROUGH 8 LOWERED 1.6' UNITS 9 THROUGH 16 LOWERED 1.9' TC 2.1' UNITS 61 THROUGH 64 LOWERED 1.6' UNITS 65 THROUGH 68 LOWERED 1.8' UNITS 69 THROUGH 74 LOWERED 1.0' UNITS 83 THROUGH 86 LOWERED 0.4' TC 1.2' PAD ELEVATION FOR ALL OTHER UNITS ARE EQU;,L TO PAD ELEVATIONS SHOWN ON THE PRELIMINARY GRADING PLAN FOR SITE DEVE_OPEMENT PERMIT 2017 -0012, PLUS OR MINUS O.T. 0 25 50 100 200 o i '' IY III I O c� Q DEVELOPER: I I¢ ❑ J W a SLF-Adams Street La Quinta, LLC 114 115 !" 116 s I� U w „ PAD=64.0 PAD=64.5 PA�=64.7 Im III C/O The Shopoff Group 4' III 2 Park Plaza, Suite 700 ,ir PAD=63.8 1; II II I I Irvine, CA 92614 7163.5 13 112 y, 111 AD=63.9 III I PH: (949) 417-1396 ' I I I Contact Carter McLarand ' I ;. .• - I. ICY _ I \f ------------------- I I I L_O I O II II"I I I b O - I RETENTION BASIN I 1 I I I I II I I I I I \ I I I I I ---------------------------- 11 \ PREPARED BY: areas 13 a dwek MORSE . &ile 08 Palm Deaxt, CA 9M S C H U L T Z Volm 760-67437/6 mdslaquintaemdsaansulting.net PLANNERS ENGINEERS SURVEYORS MDS CONSULTING 41865 BOARDWALK, SUITE 218 PALM DESERT, CA 92211 ,A4 6vll� 7/05/2018 STANLEY C. WRSE, RCE 20596 DATE 00 No. 20596 ^ m Exp. 9_30_19 *T. CIVIC *� Substantial Conformance no. 1 I PRELIMINARY GRADING -I------------------J TRACT BOUNDARY - - - - SITE DEVELOPMENT PERMIT 2017=0012 The Centre at La Quinta CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA JULY 5, 2018 90000\PRELIM\SDP SUB CONF 7/05/18