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EXCEPT * OE L4 p F FOR THE REVISIONS NOTED HEREON. , p'� g ' C43880 10 ® � Exp. 6-30-21 JULIAN A. DE LA TORRE OF CA0" 19 PE -484.2 .� a 5 �.730.46 483.39x 6 483.81D■� Safely L -G 1 N 007L L 7 45 FI- .30DIG ALERT DAL TOL FREE - 1-800-227-2600 *� n Exp . 6-30-21 R AT LEAST TWO DAYS C' ` 0' 20' 40' 60' 80' ° BEFORE YOU DIG OO Copyright 2020 �lF 1 �`� MSA Consulting, Inc. OF CA0t SCALE 1"=20' UND8%*KKW 118rO CE ALERT OF 80UTHM CAIFOFWA All Rights Reserved No REVISIONS APPROVED DATE MSA CONSULTING INC. N H INDIO BM #99 ELEV. 499.71(NVGD29+500) UN H ISUPERVISION DESIGN BY APPROVED BY LA A CITY OF LA OUNTA CALIFOPMA MET � m C"wm s LAND S1nvsyra MARK C43880 JFiI'1 � REVISED PLAN TYPE DATE D GRADES ON LOT 18. R.R. SPIKE IN P.P. AT N.W. COR. AVE. 5o AND MONROE ST. SIGNATURE DRAWN BY /0 Q TRACT NO. 31202-3 AND 3 202 - RANCHO SANTANA OF 34200 Bos xopa DRvs • Rio Miw►as • CA 9227'0- REVISED PLAN TYPE AND GRADING ON LOT 31 LIAN A. DE LA TORRE 7 AN MCKINNEY, . . DATE PHASE 3 -PRECISE GRADING -LOTS 12-18 AND 31-35 REVISED PLAN TYPE AND GRADING ON LOTS 12-15 b lj 2b CHECK BY CITY ENGINEER SUBDIVIDING A PORTION OF THE NORTH 1/2 OF SECTION 10, TBLS1riIOPiB (760} 320.9$1 ■ FAIC {760} 323-7`>�3 { EXPIRES 06-30-21 PR$ R.C.E. 49418 EXPIRES 09/30/2022 TOWNSHIP 6 SOUTH RANGE 7 EAST SAN BERNARDINO BASE AND MERIDIAN. 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EXCEPT * OE L4 p F FOR THE REVISIONS NOTED HEREON. , p'� g ' C43880 10 ® � Exp. 6-30-21 JULIAN A. DE LA TORRE OF CA0" 19 PE -484.2 .� a 5 �.730.46 483.39x 6 483.81D■� Safely L -G 1 N 007L L 7 45 FI- .30DIG ALERT DAL TOL FREE - 1-800-227-2600 *� n Exp . 6-30-21 R AT LEAST TWO DAYS C' ` 0' 20' 40' 60' 80' ° BEFORE YOU DIG OO Copyright 2020 �lF 1 �`� MSA Consulting, Inc. OF CA0t SCALE 1"=20' UND8%*KKW 118rO CE ALERT OF 80UTHM CAIFOFWA All Rights Reserved No REVISIONS APPROVED DATE MSA CONSULTING INC. N H INDIO BM #99 ELEV. 499.71(NVGD29+500) UN H ISUPERVISION DESIGN BY APPROVED BY LA A CITY OF LA OUNTA CALIFOPMA MET � m C"wm s LAND S1nvsyra MARK C43880 JFiI'1 � REVISED PLAN TYPE DATE D GRADES ON LOT 18. R.R. SPIKE IN P.P. AT N.W. COR. AVE. 5o AND MONROE ST. SIGNATURE DRAWN BY /0 Q TRACT NO. 31202-3 AND 3 202 - RANCHO SANTANA OF 34200 Bos xopa DRvs • Rio Miw►as • CA 9227'0- REVISED PLAN TYPE AND GRADING ON LOT 31 LIAN A. DE LA TORRE 7 AN MCKINNEY, . . DATE PHASE 3 -PRECISE GRADING -LOTS 12-18 AND 31-35 REVISED PLAN TYPE AND GRADING ON LOTS 12-15 b lj 2b CHECK BY CITY ENGINEER SUBDIVIDING A PORTION OF THE NORTH 1/2 OF SECTION 10, TBLS1riIOPiB (760} 320.9$1 ■ FAIC {760} 323-7`>�3 { EXPIRES 06-30-21 PR$ R.C.E. 49418 EXPIRES 09/30/2022 TOWNSHIP 6 SOUTH RANGE 7 EAST SAN BERNARDINO BASE AND MERIDIAN. SHEM ?&tb 2-0 -- 6 ()'2'7 EXISTING WALL 1 Vr,1. v FF -485.30 PE -484.8 A�' 13+00 31 'LAN 3R FF -485.20 PE -484.7 5 -- h` ----�J 0,54.0 13+00 R 0' 20' 40' 60' 80' SCALE 1"=20' & ZONING COMPLIANCE h. 1 - "' l- 2420 ORTEGA DATE HERI FLORES DATE BUILDING OFFICIAL IFTY LANNING MANAGER ITY OF LA QUINTA OF LA QUINTA CONSTRUCTION NOTES O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. O2 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 7. O3 CONSTRUCT 4- THICK P.C.C. DWY / SLAB. ® PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 7. O5 CONSTRUCT 6- THICK P.C.C. DWY APPROACH. 2nd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED ErY THE CITY ENGINEER ON 07/17/17. EXCEPT FOR THE REVISIONS NOTED HEREON. r)'f I- - A J IAN LA TORRE /eW*essl�� IVAl0 � ' C43880 Exp. 8-30-21 m TC 483.02 - i Eo •- e o t5u.14 ` M -L -'. ,, _ . r y. 5 5 462.52 ° -� r 433.67 80.46 0L FL -GB nr 482.47 0,540X TC 481.44 483.39 o p� TC 481. ~ Tr p* 5 J FL- 3.36 `� ~ 3 a rn °f c� ° a 3 483.81 N 4 k N 4 a N ry. 80.50 40 " C TC 481.�R3C 481 00 TC 48 0 .91 - c�i I aNn .� 483.06 a r a 12 a C� ° 483.65 TW 489.80 483.34 482.0 61.13 L 18100 \'i N a o TW 491.13 rn o _ I 4 ' FL- >K o C14° a 481.6 NR 0 4 .5 X Kms., g 484.87 N TF 483.80 N r -- a ° {ate - GFS 1 N F _ 0 8i.0p TC TC 480.87 i r lL °" N I r L 8' 4U0..g2 N m /� �7 / OJ a Li 3 W k m c� ' �- 4 490 471X31 484.40 ° 3 K �"' ltd J , 4�a ° q 483.02 F 80. 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MSA Consulting, Inc. OF CALF LOVER(FAXW SERVICE ALERT OF SOUTHERN CALFOFNA All Rights Reserved NO REVISIONS APPROVED DATE MSA CONSULTING, INC. MARKBENCINDIO BM #99 ELEV. 499.71(NVGD29+500)"Ll A UN H ISUPERVISIONR.C.E. NO- DESIGN BY APPROVED 8Y Y LA A CITY OF LA OUINTA, CALFORNA �C T PLANNM ■ CIYII ■ I'AND SVRVBYiAT(3 R.R. SPIKE IN P.P. AT N.W. COR. AVE. 50 AND MONROE ST. C4388O DRAWN BY 5 REVISED PLAN TYPE AND GRADING ON LOT 42 SIGNATURE TRACT NO. 31202-3 AND 31202 - RANCHO SANTANA OF REVISED PLAN TYPE AND GRADING ON LOT 36 34200 Bos HOP'S DRIVE ■ RANC' o MmAoE ■ CA 92270 N A. T RE DATE BRY N MCKINN , P.E. DATE PHASE 3 - PRECISE GRADING - LOTS 28-30 AND 38-42 AND 47 7 TzizpwNB (760) 320-981. ■ FAx (760) 323-7893 b CHECK BY CITY ENGINEER SUBDIVIDING A PORTION OF THE NORTH 1/2 Of SECTION 10, EXPIRES 06-30-21 ZZD PAS R.C.E. 49418 EXPIRES 09/30/20= TOWNSHIP 6 SOUTH RANGE 7 EAST SAN BERNARDINO BASE AND MERIDIAN. 4 EXISTING WALL EXISTING WALL EXISTING WALL 2nd SUBSTITUTE MYLAR PROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE SING OFFICIAL OF LA QUINTA THOROUGHBRED TRAIL 14+00 444 Tm� N 4t CHERI FLORES PLANNING MANAGER CITY OF LA QUINTA 7/8(2oZo DATE F - - 486.00 FS 10 PE=485.7 48E F �n Q 4 M M a a 484.55 FS 484.11 THIS MYLAR IS IDENTICAL TO THE QROFESS/ON 485.20 �5�8'/�— 1484.23 - FL -GB I MYLAR APPROVED BY THE BUILDING AND SAFETY DIRECTOR, AND THE Q GpTCESoFG0.50 � .. �' FLAB 0.56% 2.0� F1COMMUNITY DEVELOPMENT DIRECTOR ON CO �� oy 91 TW 491.20 4 04/16/07, EXCEPT FOR THE REVISIONS m TF 484.20 TW 491.20 I I NOTED HEREON. s C75478 m II .. 1 TF 483.53 Q Exp. 6-30-22 PE=485.2 �` cA� 0 `4 9 eROFESS /CONSTRUCTION Nq� N NOTES MARCO. EL ON Q01. CEZF F2 CO �o O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA DIG ALERT DIAL TOLL FREE s Z BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. A 1-800-227-2600 °C Exp. 7547 6-30822 O RCONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 7. AT LEAST TWO DAYS Q. 0' 20' 40' 60' 80' O3 CONSTRUCT 4" THICK P.C.C. DWY / SLAB. a BEFORE YOU DIG x C / V �� 4 PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 7. MOSA Consulting, OlnOc. OFCpL\FOQ SCALE 1"=20' 0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA All Rights Reserved O5 CONSTRUCT 6" THICK P.C.C. DWY APPROACH. BENCH PREPARED UNDER THE, DIRECT UPERVISI OF R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUINTA NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. MARK INDIO BM #99 ELEV. 499.71 (NVGD29+500)+A£�0 JRN CITY OF LA QUINTA, CALIFORNIA SHEET PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING T - DRAWN BY REVISED PLAN TYPE AND GRADES ON LOT 12. R.R. SPIKE IN P.P. AT N.W. COR. AVE. 50 AND MONROE S SIGNATURE — ,�— 7�« Zaza TRACT NO. 31202 3 AND 31202 RANCHO SANTANA of REVISED PLAN TYPE AND GRADES ON LOT 11 AND 13. CHANGED E.O.R. MAR LEDON DATE JRN PHASE 3 - PRECISE GRADM - LOTS 48-48 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 f BR AN MCKINNEY P.E. DATE PHASE 4 - PRECISE ©RADM - LOTS 11-18 ID CHECK BY CITY ENGINEER SUBDIVIDING A PORTION OF THE NORTH 1/2 OF SECTION 10, TELEPHONE (760} 32O-9Hll ■ FAx (760) 323-7893 EXPIRES 06-30-22 PRS R.C.E. 49418 EXPIRES 09/30/20 TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. SHEET P( 10 �10— 00 1 f PRhPFRTY 27PLANNING & ZONING COMPLIANCE oosl 3 PROPERTY V 1 LINE �e. R/W P/L,�Q�i� BUILDINAJ G OFFICIAL DATE PLANNING MANAGER DATE FQ" CIN OF LA QUINTA CITY OF LA QUINTA 3 MIN. I 2T 2 3 MIN. 10 PUE Q MIN. MIN. 1' BENCH ;-'- 2' MIN. z 3MIN. III wg FL 10? ER a (SEE PLAN) arFG ! 1 FF 16N m (SEE PLAN) P.E. LSEEAN) PE=482.60 71 /l C j�. M202-,2 � 2 ®2j o,2 PE OR PE OR FG� SFG _r (SEE PLAN) 2' BENCH w u �s (LOW SIDE) (SEE PLIGH ANS ? 'kAk 2% TO I F E a i� �?b .,, �n rn (SEE PLAN) III III __III _ IJ I ar G08"4 a w w OL"Z8b o 1% MIN. 2%T 1 �1' III ii III IIL �- II PAD Q / ®'�.. ® .s e o =1 I_ I I I1 I III l-' III- z wI 1 ( J �f 4 2:1 MAX I' I =III 1" l %Oz %1,9 o m %os \ 3 111111111 III I III III 1111 r, 130.00' °MIN. III -III= 2%� a l--1 WEDGE CURB III I- I = (III „III _ I-1 III 1 II I o o Z IIh I III III I Illi I _ 481.5' -483-10- 4 2 167.00' 0.30 n 11 l l III TF F t % MIN. m III 111 III -III ? 7 M M M I- R < 2.1 MAX IIII -(III III III MIN. z -III, ,II 'o<q� o. o. -moo „o I�'-"� - -III 1 ,III III .III �: ro FL -GB FS 7 FL 483.00 N ='I III II -III ar mm o FG I1= -11I PAD _' 0 U M 5s�% I " Cq SEETPLAN 1 = I J' H_ r t� w L 00 N -III ,III ,III I -III Lo ° alp b SECTION A -A SECTION B -B -111=III III=III= ( 4 3 °483.30 NTS NTS SECTION G -C -I 1=1 1=1 i 1=i I l 4 - o FS j NTS 482. 4 a 00 iJ Ul] Lz1 IJ IJ C[� 44.51' Q FS I 483.30 A __ - -� L-� -J ar - o I 8a% 0 3 FS J20tD 4 0 �Id- � z o. 483:30 c 4 TVA 490.47 484.10 PE=484.10 udi - M -Ill] Q IJ C� C� r' cJ) ° .. 0.50% 0.50% o u1 / FS 3 ° ° a PE=484.60 TW 489.80 0 482.50 -p ;� ' �-`- - o:'% - ° TFl 483.13 FG PE=483.70 ri w C 0 p �o m I --� - a� FGI 484.60 1 TF 483.13 483.70 TW 489.80 ar g TW 489.13 FL -HP m n TW 489.13 481 90 6 d. -o ar ° 2% o J- 3(7 PE=482.80 N FL -HP 7 o N 48 PLAN 2R ar FG 484.10 FG 1 TF 482.47 FG 48330 482.80 M N 482.80 TF 481.13 - --- - -- --- - FG 483.70 = 1 7 FG 482.20 PE 82.20 TW487.80 481 13 F o00 � FS 3.1 FF=483.50 0 -- _ - - -- -. - PE 483.30 - FG FG - 1 FG 482.20 0 ar I PE=483.0 -- - - - 1- - - -- - - ` - - - I 20' - _ _ _ - - - - �- 1 10 J G 491.80 485.70 80.07 � : N 88'5502" W 320.03' TW 491.13. 484.80 80.01' - - ° -� - --- �= o FS 3.30 485.70 80.01' _ 1 ITF 485.13 FG FG TW 491.80 80.0 1' N 89'38'54' W 170.24' 90.24 6° PUE o A FG 486.20 n/'� TF 484.47 484.40 TW 490.47 TW 489.80 N 1 v FG 485 20 r FG o TW 491 ] 3 ar rn m o 482.33 4 ,M FG- 485.20 A G? FG 48480 `o 484.40 TF 483.13 TF 483.13 n oI ar FL -GB - o - V n Q (� `� " �� O N FG F� FG 484.00 FG 484.00 m d- Ill__ 13.00 484.90 0 484.50; 4 8 10 � m y m 2 0 4 482.62 482.70 FL`- P ''O 1 0.50% FL -HP Ir.- 3.70 PUE - 3 - -FL--\FL- P 48 -N _n __0407 .. r °.. 0.50% M 0.50% 4L -HP v ~ 2.0% FG C N P - 1 48 .40- . ' 2.69 0 n G.SG% n 0.50% FL -HP n - - - - - ( 484.10 -� r 130.00' 0 ♦ F 485.26 HP- FS ° �'. I 484.43 \ n M 5.65% .n 0.50 JJJ 483.28 FL 484.92 i o 484.52 483.67 FL 484.12 483.63 481.9 483.03 FL -HP 1 483.40 484.83 ° 0 °° 484.47 / FL Fs FL I FL -GB 482 74 2 FL FG (EXISTING WALL 485.02 485.82 FL - ° °0 4 FL FS TFL a ° C I / 485.10 ° o 485.10 484. 1 484.02 ,� d- 20' FL -GB D L=12' ° 485.30 ` 485.50. 485.50 / FS aN� FS Ff,/ FL 484.70 01 484.70 5' 48FS30 a o - 484.30 I L=12' A Q J 32 485.47 485.87 485.87 FL 3 FS 1 Fs FS / i H 'eFL / FS �' w� o FS A 5.75'. 3 C 3 / / 3 I o N P 483.70 FS3.70 /� /� / 3 486.00 LID® 9' A / A I 8.25' m ° N FS 48.1 T 4 6.3 5.75' FS �: .0 485.30 b� o ar o C I 483.56 3 3 PLAN 2 FS a o ® 5' S 5.99' o a o r s 0 h PLAN 3R PLAN 3 o PLAN 3R OD Fs 1® FF=485.70 485.50 ° ° e o In FF=484.90 t 1 483.52 a A/ 9 o PE=485.2 FS F E=48 .8 0 o + 0.79 / ar O PLAN 3R 5' 2.0% o PE=484.8 j N PE=484.4 PE 484.0 o �� 483.70 / o 11 FF=486.20 485.50 ` O FS 1 ar -> i. ar 483.63 0 0 PE=486.20 PE=485.7 FS 3 484.60 485.10 o 484.70 B B rn �'�� h 485.87 .485.00 FS i 2 FS 3 ) 4880 4830 1 v � °Q 4 n o D=O. 8' i o FS `/ L=n 6' b� 484.20 b� 1 _ �` PLAN 3 d D=0.07' 4 ♦ D L=14 ' 3 In FS /, n/ 3'... a✓.`/.,J,`. ,1FF83.90 485.50 2 f L=14' 4 4 yo 484.63 �o ' TNh 489.80 `O `q o iO M PE -483.4 483.70 _ FS 485:80IQ" 485.35 TW 491.13 3 / FS TW 490.47 4 ( 3 TF `483.13 of 00 FS 484.77 FS "'o D=�B 4$4.53 4 FS TF 4831 348418 485.03 34.112. 4 - TF 482.46 \ 484.23 / 4 � a� ' FL -GB 4 - 485.01 HL -GB N FL -GB 483.81 FS AL -G 484.70 p 484.56 483.42 482.97 o ° w 485.10 4 FS w ° - 0 483.20. �n I TW 489.40 486.00 4 N FL h FS FL -GB FL -GB 1 484.30, w �- 6.05% 48236 FL -GB ) GF=485:20 F FS ` N 4 n FS / GF=484.80 i 2% FS 29 GF=484.40 GF=484.00 29 FS ® N °° 482.30 FL -GB FS 482.67 TF 482.40 TW 491.FI0 3 0 485.87 1 °E'- l _. - f--�-- _ 483.34 ao d" FS .� 4-837" ° a L- _ L -G6 FL 1 -483.40 TF 484.46 ar GF=485.70 ° °( - ° .o a 484.96 TW 491e13 - 'P ` L - GB C n. N 3 n ,o FL -Go ar 'b\ 483.73 ° -6� Amo 482.93° a. °` 484.16 '1 f- o� 483.78° 3 FS TF 483.13 ar FL -GB 483.9 n cI n ' ° ° / I O 2.0% 0.55% 485.212 0 `4 a 6` TW91.80 N o ° _ .48°4.38 484.24 _ FSo ,� /v N I N M FL -GB FS _ i o;` �-' 130.00' 4 485.31 485:73 rn 484. 6 ° - FL;=GB FS ° b =.,, i -(3Y ar o - 48.57 FL -GB ° S o TF 83.80 0 FS ! ui N FS / nl� FS 483.84 ar ° 484.19 ,p N 484.64 48338 483.34-�` 2.0% 482.3 ° 0_50%83.50 483.40 GF=486.201 485.50 o GB �0 5 FS FL- b� N 3 w FL FG m .Ir)In ar . �4 ar FS N FL __ 4'84.14 w 5 N o o FL -GB 5 0 0l 5 b % I FL -G FS 482.72 FG ar o FL -GB oa 80.16' .. 80.00' - i:. N °`t 80.00' �i cv 65.74' - a ro m x} 2 43 483.20 0 °. 3 _ ° FL Bw =o L� o 5° ° 80.66' TC 483.62 .4 TC 483.37 -� ., TC 483.14 TC 482.94 TC 482.81 - I F 't TW 489.40 °°`�� 7 L� - TC 483.76 FL 483.96 C. ' - - 7� 483.94 _ 0.510% ^�, TC 482.69 TC 482.52 TC 482.34 � ° TF 481.73 / `v N 483.98 - TC 483.58 TC 483.51 TC 48.18 TC 482.73 �C�SLB�- 483.70 5 N TC 484.17 TC TC 483.55 j� e TC 483.1 J J \ ` J` f` TC 482J8 _�, F N a V FS TC 483.57 V p� ®{ p P`1 LJ � I� 3 M 44.5' TC 53.96 O R UGI l 2 TC 482.76 TC 482.75 TC 484.43 ~ - TC 484.22 - - - - FL 482.25 ar - 16+00 - os3o� TC 48, .39 Fl 483.72 -_ - �_- - 17+ 0 TC 482.75 18+00 - I 4.§t% 3 FS 3.70 o - --- TC (484.37 - 15+ �,J ---- - - - - --- ��-- _ _ - -.- _----- yC 484.35 1 f� TC 483.46 FL 481.84 -_ GB TC 482.34 483.70 p o - - TC 483.65 FL 483.96 0.5 TC 482.99 0.633 ° _ b� 484.22 _ _ - __ _.. _. -- --- - -- _ _ m ° .° 2% 0 m 4+00 FL 483.72 - - WW oo' OD V) FS 3:55 3 a2 483.46 0 ar I FS �PLAN 2R 0 TC 484.32 = -- tM F 20 FF=483.90 483.10 vtOi. TF 482.40 PE=483.4 FS - TW 489.40 ° �� FL -HP 483.70 BACK YARD ���s� \ Ci I FL82GB 4 2 A 489.40 d TF 482.40 FF PER GRADING PLAN Q mr.D'o D=0.09' ( ) BLOCK WALL .�c� v -� a 482,248 483 0.1 (8' BLOCKS) QFC w 'C -GB" I �' ,L-�., i - L=18 ``�-� FC �.-� ®--� m PE (PER GRADING PLAN) I l ~ 0% 2'971%� ar 130 00' 483 1 N Z ` 2. 0.50% FG / o LL 1 2.Oq, 3.377 0.50% n 1 482.24 I It FL 11Pl L - GB N 2 FL 483.40 18' 18' I a D=0.2,' A FG i L=12 6' 20' 4 v I7' M 483.57 M o I FS 483.57 N a0 m n M 483.50 FS 48.17' - IM ar o It 10' 00 FS b\ N w 3 I F PUE E-0'��- 483.57 70 ° 483.52 :o 483. o C FS FS o ( 6.50% Fs2.95 3 PLAN 3 00 a NTS FF=483.90 ° C �. ° n °o PE=483.4 EXISTING WALL 483.57 o 2 M FS Iw,- ar C1µ n v I G'.. I o ° 7. 5% 0' 483.20 482.67 CONSTRUCTION NOTES o' 20' OR so' So' oQPOFESS/pyq� 48 ssI FS Ui xFL I TW as9.4 40 9� O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA �� P DE o 4� I \� DI Safely �Q P GqT Fy q o L B 1 J 483.40 ) ii 2. % 252 .50 DIG ALERT DIAL TOLL FREE BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 9m m I I v131.08' FG SCALE 1"=20' w C43880 m _ 1-800-227-2600 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEEP 7. ar I 48ZGB 4448t-73_ - o Exp. 6-30-21 I I: i- w -'p 4 89-2 AT LEAST TWO DAYS O3 CONSTRUCT 4" THICK P.C.C. DAY /SLAB. I co I o BEFORE YOU DIG sx / V �P N ® PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 7. © Copyright 2021 suiting, In�0c. I I PE=483.10 MSA Con �Q fD O5 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCT 6" THICK P.C.C. DWY APPROACH. All Rights Reserved ✓`1✓�/ ��/ - of c BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUINTA S`F�'}' o NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. MARK INDIO BM #99 ELEV.499.71(NVGD29+500) JRN CITY OF LA QUINTA, CALIFORNIA , PLANNING ■ CIVH. ENGINEERING ■ LAND SURVEYING 043880 DRAWN BY 1 REVISED PLAN TYPE AND GRADES ON LOTS 2 5 AND 10 R.R. SPIKE IN P.P. AT N.W. COR. AVE. 50 AND MONROE ST. SIGNATURE 323/2! TRACT NO. 31202-3 AND 31202 - RANCHO SANTANA o u JULIAN A. DE LA T RREJRN REVISED ENTRY GRADES ON LOTS. 4 6 AND 8 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 DATE BRfAN MCKINN , P.E. DATE PHASE 4 - PRECISE GRADING - LOTS 2-10 7 2 REVISED PLAN TYPE AND GRADES ON LOT 7 CHECK BY CITY ENGINEER // TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 EXPIRES 06-30-21 `���� �, PRS R.C.E. 49418 EXPIRES 09/30/22 TOWNSHIP g6ISIOU SOUTH, EAST, SAN BERNARDINOFBASE T1AND �MERIDIAN. SHEETS G.10,11 -0v00 ar z vo-i a ,.. C/L OF 10' P.U.E. R/W 37.0' R. IN 10' P.U.E. o Z _I 3 M�SWALE o o qk � 0.50' 18.0' 18.0' 0.50' � = U o ' = �I„, �Q� PROP. w v o t� �-- PROP. WEDGE a � o - will I' Q III='ILMI �I WEDGE CURB III-I'1=i1 III. -� - 7 w N " '- CURB w m FL PER GRADING PLAN a 2:1 2% 2% -- PROP. A.C. - 2:1 o"� o OMIT ONE BLOCK AT �SWALE FLOWLINE I11= MAX III=III T- VT, � - � -- III - i- 1- - ICII�III IIHII II - -°-r I- I- - . - - III - III -II III MAX L FLOWLINE OF PROPOSED SWALE TO PROVIDE OUTLET AT WALL WALL FOOTING - III�II Illlirllll�lll III,-III III Ill_I11-111=I -w="=" "- nl-iii-ITI _ = In III=III-III-III III -1T IIIA„III '�I1-1 3' MIN FOR YARD DRAINAGE (III' -=1I III PROP. BASE a II=L -I COMPACTED SUBGRADE III 'I,' EXTENDED FOOTING DETAIL TYPICAL SIDE YARD �D NTS WALL OPENING DETAIL TYPICAL STREET SECTION NTS LL 1 2.Oq, 3.377 0.50% n 1 482.24 I It FL 11Pl L - GB N 2 FL 483.40 18' 18' I a D=0.2,' A FG i L=12 6' 20' 4 v I7' M 483.57 M o I FS 483.57 N a0 m n M 483.50 FS 48.17' - IM ar o It 10' 00 FS b\ N w 3 I F PUE E-0'��- 483.57 70 ° 483.52 :o 483. o C FS FS o ( 6.50% Fs2.95 3 PLAN 3 00 a NTS FF=483.90 ° C �. ° n °o PE=483.4 EXISTING WALL 483.57 o 2 M FS Iw,- ar C1µ n v I G'.. I o ° 7. 5% 0' 483.20 482.67 CONSTRUCTION NOTES o' 20' OR so' So' oQPOFESS/pyq� 48 ssI FS Ui xFL I TW as9.4 40 9� O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA �� P DE o 4� I \� DI Safely �Q P GqT Fy q o L B 1 J 483.40 ) ii 2. % 252 .50 DIG ALERT DIAL TOLL FREE BUILDING & SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 9m m I I v131.08' FG SCALE 1"=20' w C43880 m _ 1-800-227-2600 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEEP 7. ar I 48ZGB 4448t-73_ - o Exp. 6-30-21 I I: i- w -'p 4 89-2 AT LEAST TWO DAYS O3 CONSTRUCT 4" THICK P.C.C. DAY /SLAB. I co I o BEFORE YOU DIG sx / V �P N ® PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 7. © Copyright 2021 suiting, In�0c. I I PE=483.10 MSA Con �Q fD O5 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCT 6" THICK P.C.C. DWY APPROACH. All Rights Reserved ✓`1✓�/ ��/ - of c BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGN BY APPROVED BY CITY OF LA QUINTA S`F�'}' o NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. MARK INDIO BM #99 ELEV.499.71(NVGD29+500) JRN CITY OF LA QUINTA, CALIFORNIA , PLANNING ■ CIVH. ENGINEERING ■ LAND SURVEYING 043880 DRAWN BY 1 REVISED PLAN TYPE AND GRADES ON LOTS 2 5 AND 10 R.R. SPIKE IN P.P. AT N.W. COR. AVE. 50 AND MONROE ST. SIGNATURE 323/2! TRACT NO. 31202-3 AND 31202 - RANCHO SANTANA o u JULIAN A. DE LA T RREJRN REVISED ENTRY GRADES ON LOTS. 4 6 AND 8 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 DATE BRfAN MCKINN , P.E. DATE PHASE 4 - PRECISE GRADING - LOTS 2-10 7 2 REVISED PLAN TYPE AND GRADES ON LOT 7 CHECK BY CITY ENGINEER // TELEPHONE (760) 320-9811 ■ FAX (760) 323-7893 EXPIRES 06-30-21 `���� �, PRS R.C.E. 49418 EXPIRES 09/30/22 TOWNSHIP g6ISIOU SOUTH, EAST, SAN BERNARDINOFBASE T1AND �MERIDIAN. SHEETS G.10,11 -0v00 15 MIN. 2:1 MAX DOADCOTV � I III '''-VIII--� PAD c., TF -i _ I I_I i 1-1 sEE PLAN SECTION A -A SECTION B -B NTS NTS SECTION_ C -C Q NTS ID 41 t C •� 3 9 a 0 0.50x. T'AI 90.47 484.10 ©i Q OQ�� 0.50% J) PE -484.80 I TFl , FG PE -484.10 4 3 13 PE -483.70 482.50 ;n ;� FIG 4 2.20 FG 4.60 l T g 3.70 TW 48829.80 o TW �4889.g13 L -H C n TW 489.13 481.90 .. - 1 FG 484,10 % 1 FG 483.7fl 1 FG 483.30 PE -4$2.$D n FG 482.20 L -H P 82.20 TTF W 48; .83 482,80 rn N 482.80 F 481.13 _ PE-483.30FIG 4 4491:80 485.70 80'01 485 70_� N 8' 95 02D W 320.03 80.01' TW 491.13 484.80 80.01' 80.00' N 89'38'54 W 170.24' - 90.24 - IFG' 48fi.20 TF 4 4.47 , ,4 "�r FG TW 491.13 , 484.40 TW 490.47 TW 489.8D 4 3. 0 u3 484.40 TF 4 3.13 TF 41 13 C F� 485.20 ^ G 4 20 M CU � 0 2 O 2 FG 484.80 N F� i.� FG 484 00 FG 484.00 10' 6 484.50 C 0.505 11) - -- - N r 484.90 0.50X '`� 1 0.505.. FL -HP �V'Hl;o i� n 1 0.507L 483 710 PUE 1-�r7.4� 0.505 -HP � _� --` - � 484.36 `� L ` 485.26 - - 3 �n F5 484.43 ^ 483.28 a L 484.92 roa 483.67 FL 484.12 483.63 484.03 © FL 485.02 485.82 4.83 �° 4 484.47 L N a / FS L I FL FS L Q NI / 485.10 o ° 485.10 484.41 484.$0 5' 484.30 a I I 485.50 485.50 / a N14 a L 484.60 / p e 4845.30 485.30 485.87 >K 485.87 FS 3 FS 3 22 9 I L47 FS NT a FS A / 3 / 3 0 / u I 5.75' 7 484.40 8.25' / 3 486.00 � - 9' 6.3 5.75' 0 1 PLAN 2 485.30 Q PLAN 3R A 5' 5' A PLAN 2,� s 5.99' co / 1 O o FF -485.70 485.50 ° ° o FF•485.30 FF -484.90 4qF'�� a PLAN 3RPE-485.2 Q PE -484 8 k PE -484.42.0X o FF -464.50 A PLAN 3R 5 1 2.dx 0 0 484.60 "-� PE -484.0 FF■486.20 485.50 -`�. o o FS 3 PE -488.20 K PE -485.7 FS 3 484.60 485.10 483.80 484.30 FS 2 4$4.20 S FS �n 485.87 485.00 D=O. 8' o o FS 2 cy 3 : >K L= 6' D=0.07' N 3 D=0.07' 4 4 4 L-14' 484.45 3 ^° 488.80 485. 2 L=14' 485 35 TW 491.13 3 TW 490.47 4 TF 13 FS 485.80 0=0.2' �` S TF 483.13>K TF 482.46 484.77 FS L=18' 4.53 4 0bt 0484.18 485.03 462 4 482 97 484.23 4 D 3, t W w m a 80. _ ---1. 0 o c 5 a 80.86 TC 483.76 TC 483.62 _�__ TC 483.37 - --� TC 483.14 TC 482.94 TC 482.81 483.94 FL 483.96 0.5105 TC 482.69 TC 482.52 N N TC 483.95 � �� TC 483.58 TC 483.51 TC 483.18 TC 483.1 fi TC 482.78 TC 482.73 5 _ TC 484.17 .�-- TC 483.57 TO 483.55 THOROUGHBRED TRAIL TC 482.75 TC -484.31 TC 83.96 TC 482.76 -� TC 484.43 - - �- - - - - - - - - FL 482.25 - TC 4$4 22 _ �� 16+00 TC 48 .39 FL 483.72 r 17+ 18+00 �~ 15+,00., t C,484.37 -- 484.35 I•+00 f�Y -- TcCi8.72 10' P.U.E. R/W 37.0' R/W 10' P.U.E. 0.50 18.0' 18.0' 2:1 MAX WEDGE CURB PROP. - WEDGE CURB PROP. A.C. PROP. BASE-/ COMPACTED SUBGRADE TYPICAL STREET SECTION NTS Dig I Safely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE You DIG UIDB GROUM SE3i M ALERT OF SOUTHIM CALFOMA NO. REVISIONS REVISED PLAN TYPE AND GRADES ON LOTS 2 5 AI~ REVISED ENTRY GRADES ON LOTS 4. 6 AND 8 2:1 MAX FF (PER GRADING PLAN) PE (PER GRADING PLAN) z (n z o3� .. C L OF Odd U� � � Q NTf U_ U owo F� w w O vL CONSTRUCTION NOTES O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING do SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 20 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 7. 3O CONSTRUCT 4" THICK P.C.C. DWY / SLAB. ® PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 7. 50 CONSTRUCT 6" THICK P.C.C. DWY APPROACH. fFL:PER GRADII n� 3' MIN EXTENDED FOOTING DETAIL NTS 0.5 BACK YARD." BLOCK WALL {8' BLOCKS} OMIT ONE BLOCK AT SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENM DETAIL NTS TC 482.75 -- - GB 0.6 1. t DL_Oj FL -GB 4 4 485.01 - FL- GF=485.20 CHECK BY PRS 483.81 FS L 485.10.° FL F=484.40 0 /TL --GB 4 a 484.30 486.00` ° a 4 483.3$ o � r n r -GB 485.87 r =484.8 a °-1 I�K GF=484.00 % FS TW 491. TF 484.40 3 u�-� GF=485.70 ° ° n FS a 483.10 483.03 FL -HP N ° a 3 48.78 0.505 :� 483:75-'c a "� FL -683 484.96 491.13 TF 483.13 p 483.73 L -G 484.07 K L �n +?! a, �" FG _ ' 4$2.93 a ° a , 484.16 L= 485. o m 480.73 Q a 484.6 ° LAG N 4.38 .- N ui cv o FS a� n 3 ° °Lci ;C14I 0 4857 483.84 3 4 FL 48.17' a ° 485.31° 483 .56 83.80 FS 483.52 �0.7� ° -GB GF=486.20 1LO �to ° 1 .r ° n° 3 F5 485.50 N (D -GB b -� r 0 5 o "' 0 5- t\I 484.64 1 483.38 o 483.34 - N N 5 p r 5 qt ' J J k N FL4G4 15 80.00 PE -483.4 3.70 80.00' a 65.74' a D 3, t W w m a 80. _ ---1. 0 o c 5 a 80.86 TC 483.76 TC 483.62 _�__ TC 483.37 - --� TC 483.14 TC 482.94 TC 482.81 483.94 FL 483.96 0.5105 TC 482.69 TC 482.52 N N TC 483.95 � �� TC 483.58 TC 483.51 TC 483.18 TC 483.1 fi TC 482.78 TC 482.73 5 _ TC 484.17 .�-- TC 483.57 TO 483.55 THOROUGHBRED TRAIL TC 482.75 TC -484.31 TC 83.96 TC 482.76 -� TC 484.43 - - �- - - - - - - - - FL 482.25 - TC 4$4 22 _ �� 16+00 TC 48 .39 FL 483.72 r 17+ 18+00 �~ 15+,00., t C,484.37 -- 484.35 I•+00 f�Y -- TcCi8.72 10' P.U.E. R/W 37.0' R/W 10' P.U.E. 0.50 18.0' 18.0' 2:1 MAX WEDGE CURB PROP. - WEDGE CURB PROP. A.C. PROP. BASE-/ COMPACTED SUBGRADE TYPICAL STREET SECTION NTS Dig I Safely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE You DIG UIDB GROUM SE3i M ALERT OF SOUTHIM CALFOMA NO. REVISIONS REVISED PLAN TYPE AND GRADES ON LOTS 2 5 AI~ REVISED ENTRY GRADES ON LOTS 4. 6 AND 8 2:1 MAX FF (PER GRADING PLAN) PE (PER GRADING PLAN) z (n z o3� .. C L OF Odd U� � � Q NTf U_ U owo F� w w O vL CONSTRUCTION NOTES O1 CONSTRUCT GARDEN WALL PER CITY OF LA QUINTA BUILDING do SAFETY STANDARDS, SEE LANDSCAPE PLANS FOR DETAILS. 20 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 7. 3O CONSTRUCT 4" THICK P.C.C. DWY / SLAB. ® PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET 7. 50 CONSTRUCT 6" THICK P.C.C. DWY APPROACH. fFL:PER GRADII n� 3' MIN EXTENDED FOOTING DETAIL NTS 0.5 BACK YARD." BLOCK WALL {8' BLOCKS} OMIT ONE BLOCK AT SWALE FLOWLINE FLOWLINE OF PROPOSED AT WALL SWALE TO PROVIDE OUTLET WALL FOOTING FOR YARD DRAINAGE TYPICAL SIDE YARD WALL OPENM DETAIL NTS TC 482.75 -- - GB 0.6 1. t cc CO I� Q o t+ 8' H L 0 t+ do ZONING L*11111_UV UULA; JJCCK ORTEGA DATEfHERIFLORES BUILDING OFFICIAL NG MANAGER CITY OF LA QUINTA LA QUINTA 1s PE -482.60 a 2 (0 r Q 'iii - 0'Z zirwo - �GO�'- 130. N 89'38'�48 4" W .0% 2. 4815 X50%-..-483.1 2. 167.' o FL -GB OD m o a 1 FIL - 3.00 5.8 x 10-8 . U 0 x I 1 00IA a � U Q 4 3483.30 o FS 482. ��L' ]C7 44. FS 11 0 I4D I I20' 10 PUE I Iq 0 6.05R 0 482.30 -GB 483.30 FS a 483.30 co 3 ° o �- 15 PLAN 2R a� 25 ox FF -483.50 a o PE -483.0 C ° 483.30 FS .A T DATE - - 2 DL_Oj 482.62 DRAWN BY J:w B AN MCKINN P.E. DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/2011 482 70 t+ CHECK BY PRS 4' FL FL 0 0 o � r n r Ln 0.505 cc CO I� Q o t+ 8' H L 0 t+ do ZONING L*11111_UV UULA; JJCCK ORTEGA DATEfHERIFLORES BUILDING OFFICIAL NG MANAGER CITY OF LA QUINTA LA QUINTA 1s PE -482.60 a 2 (0 r Q 'iii - 0'Z zirwo - �GO�'- 130. N 89'38'�48 4" W .0% 2. 4815 X50%-..-483.1 2. 167.' o FL -GB OD m o a 1 FIL - 3.00 5.8 x 10-8 . U 0 x I 1 00IA a � U Q 4 3483.30 o FS 482. ��L' ]C7 44. FS 11 0 I4D I I20' 10 PUE I Iq 0 6.05R 0 482.30 -GB 483.30 FS a 483.30 co 3 ° o �- 15 PLAN 2R a� 25 ox FF -483.50 a o PE -483.0 C ° 483.30 FS .A T DATE - - 2 DL_Oj 482.62 DRAWN BY J:w B AN MCKINN P.E. DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/2011 482 70 I tea.+ CHECK BY PRS 4' FL FL P 483.00 FG r Ln 0.505 130.00' MkO 483.10 483.03 FL -HP 1 483.40 3 EXISTING WALL 0.505 2 FL FG A8�2.74/� FL -GB �/ D=0.012'6' L= I 1 Q 483.70 483.70 FS FS 48.17' 483 .56 3 3 FS 483.52 �0.7� 4113 `� ° ffg 83 6 � FS4°a PLAN 3 fF-483.90 PE -483.4 3.70 FS 82.36 3.20 I TW 489.40 4 482.87 FL 1 483.400 130.00' F 6 483.40 0.50% 3 - FS ;48.72NF-1 FG 483.20 3 FS o a 489.40 a . N - TF 481.73 ° 483.70 FS f � � 44.5' d 4. 17L 0 483.70 3 FS 483.70 a 8 °e c 4'$83.55 3 ° g- a 483.46 0 I 90 Ln3 PLAN 2R Fs 20' FF -483.90 TW 489.40 PE -483.4 483.70 TF 482.40 A FS 482.71 4 2 FL -GB D=0.0,4. CR924 . yyyL _ _ -G X 2.975 F = :..,. ._ L " �- �.40 Ni � J M 2.0 0.5071: 483 130.00 FG 2 - OX 3.37% 0.505 10 482.24 483.03 FL -HP 1 -GB C-4 (IDa 2 FL 483. 18' +Go _jIFG D=O. g' A 4 L=12 ' 20' � o � 1483,57 483.57 g ^ Pr) 483.50 FS 48.17' 1 1 I r� o FS 0• K j 0-o * �. 3 I I PUE EO'�� 483.57 483.70 483.52FS FS :0 g v 6.50% 482.95 3 2 m FS PLAN 3 ° a FF -483.90 r�. o PE -483.4 n r. 483.57 i ry "' FS iri 482.67 OR;' RoFESS 1 qy 7 483.20 ^ FL TW 489.40 Q d' 20' 40' 60' 80' FS k6 h�� !� . DE L4 F 0B6 1 483.40 l 2. 5 . _2 .5ff J J in 1 131.08' FG SCALE 1"=20' LI C43880 m" c° --- 482.42 Exp. 6-30-21 f 1 ~ao '0 ` f 4 -GB- -TfL 4401. 3- 1 ht ht f � J opyright0lnc. 'rF pF CAI-�FoPl► I f ! 1 PE•483.10MSA Consulting, ) All Rights Reserved p . :.� � ✓ ,� _.r TA UN H I U I I N N DESIGN BY APPROVED BY Y LA fW ELrrA APPROVED DATE MSA CONSULTING INC N H INDIO BM #99 IELEV. 499.71(NVGD29+500) Em f MARK �IIVQ ■ Crm EN(iINBBI mo ■ LAND &MVB'YENG R.R. SPIKE IN P.P. AT N.W. COR. AVE. 50 AND MONROE ST. 34200 Bos HoPE DmvE ■ RANCHO MmAoE ■ CA 92270 �oNB (760) 320-9W a FAX (760) 323-7893 SIGNATURE C43880 DRAWN BY J:w B AN MCKINN P.E. DATE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/2011 LIAN A. DE LA MRRE EXPIRES 06-30-21 it 8 CHECK BY PRS CITY OF LA QUNTA, CALFORNA TRACT NO. 31202-3 AND 31202 - RANCHO SANTANA PHASE 4 - PRECISE GRADING - LOTS 2-10 SUBDIVIDING A PORTION OF THE NORTH 1/2 OF SECTION 10. TOWNSHIP 6 SOUTH RANGE 7 EAST SAN BERNARDINO BASE AND MERIDIAN. -EXISTING WALL ■ 7 OF 7