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RG2015-0003_J����` I WALL AT TRACT g \ •- _ \\ o BOUNDARY (PROTECT IN �� -._S� -- _. �� � \ \ \ I r0 I II ! © I I I� I 75 ti\ PucE) 8) L -� ` _ - s -_ _© CRRU8 - c/rR�s 1 1 1 m j -- - ^+- - 4 7.5 28.5 28.8 28.8 29.6 `\ \ UU \ \ ti I I I •.I FG 26.0 `ryF - >,. NG U G NG NG 9; NG y 2 5.. --- -- - 84.95 �- __62.12-`-- - 6.4 -- 18.14--__ NG \ �� \ \\ \\ _ _ \ 57 83. y/\ _ II I I� I 1 FG�/is�� CF L FpROp 1 4 QII Wo (4 �p 4;'y0' ny�`eq ; 8 9 10 11 \1F� 13 , \ \ \\0 `\\ a0 3 FF 26.27 - FF 26.27 FF 26.27 o FF 26.27 o FF 26.137 FF 26.67 \\\ G \ \ \ \ DEMOLITION NOTES PE 25.6 PE 25.6 PE 25.6 o PE 25.6 o PE 25.7 PE 26.0 h\ 14 \ IN TW 31.43 f `----���-\ CF 5 FF 26.97 \\\ \\ \�\ \5J ❑1 REMOVE AND DISPOSE OF EXISTING GARDEN WALL TO LIMITS SHOWN. m 30 ? FG N 25.6 F N h PE 26.3 \ A \` \ w lq� S ._, FG S 25.1 w rn n in N __ m wxzaSF \ 9. o \ .p �9 Z\ ��_TF 24.10 ^a a r w A / m /) \, oJo 4 ,11 CONSTRUCTION NOTES I ,Q o a o 24.41 L 24.10 23.89 TC 23.76 m / o 1 I I 'o Oww'G- TC a d F o TC 24.64 F, 1 A \ r I CONSTRUCT 6' TALL GARDEN WALL; WALL DESIGN BY OTHERS, UNDER SEPARATE PERMIT, z z m� .. J C FL 23.26 F- - - 4 FL 24.14/ 0 Q \� �' 0 SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR AND FINISH O "o o �n5 . F cwiz >r/B ! 7 �� ` 1 \ AZO \1 \ OI m N WNW o a I J S o w ( �� \ a� \ I CONSTRUCT 6' TALL GARDEN WALL ATOP VARYING HEIGHT RETAINING WALL; WALL DESIGN FI w ¢ W I 4 - .144,60 _ --- \ Q J 00 OTHERS; UNDER SEPARATE PERMIT; SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR AND FINISH. d ..oar -oma¢ I Sao s"' 24.16 I 24.5. -�-- - -n _ \ _- __ y' FF 27.27 \ \I y� Q O ¢ @ a w a o I z M rc o FG C n OT •I•I ro ea ao `L' NG \ I 3 CONSTRUCT 6' TALL WROUGHT IRON FENCE; UNDER SEPARATE PERMIT; IrQ II of Zxawozy I �oWoS - zJ y rP - -� v PE 26.6 \ II 0 -- w 0. rc o w a h ^ -- YtA- 'GF1IE$PI - 4 SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS W o� / _ ^ L11 ^\ ( CONSTRUCT 6' TALL x 30' WIDE ACCESS GATES; UNDER SEPARATE PERMIT; 'b O I I Q 1 N p m Z a °T - F C gg,� i , - - \ �l OO SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. CI ° I 1 x a 1f TW 31.4 TC 23 43 .� ,� \ -_. > \ \ O6. \ \ CONSTRUCT 6' TALL x 3' WIDE PEDESTRIAN GATE; UNDER SEPARATE PERMIT; mw rcz _ _ ___ w..maaa - RW 26.10 . T O I ti I 11 p^ FG � SEE LANDSCAPE ARCHITECT'S PLAN FOR OEfAILS- O/ I I 3 h W ` I �a ) TW 31: 23.438 7 S.D. CB N4A P� / S.le D. CB' 23.26 n �d �" 4 C �/14 TC 24.94.... Oy �Q �� 1-I 0d o ow o / PROP. WATER \ QI �^ I ��� TRw 2610 N4B FF 7.47 m o a J TC /C `<� o o \ i m FGN) 25.6 TC -PN �- ro f - II I o I W z i O( 26.27 ( F/ uNE (YP.) PE 8 ` z no zF C FG(S) 24.49 50'3vc b 1� 23'35 C \ \ N • o moi co TF 23.43 25.6 50 VC 62 . - - O I IQ I a I O Z o< / 7e 23s6 y FF 26.27 81 8 / C Tc 252s \ 1 32.0 �i 7 { I • O wQ II " t .40' FL 23.06 I I \, 8 FF 26.27 FF.47 / 79 , 2565 i 60 o I� F w� m m TW 31.4/3 1., TC 23.60 TC 23.56 PE 25.6 I^- FF 27.67 `:�•�\1 �.:_ ,.. Ca I i O W $ TRw 6. FL 23.06 PE 25.6 a PE/25.8 �� Fl II II I IJ Z zm=No - F N 25.6 a C F <\i F \PE 27.0 rc zssl Y UW_ ^ 1 ti O I I m ^ TF 22.20.43 / , \' n 1 �sQ ¢ �I 6 X I _ mKL1 T D o w o FF� 26.27 I I---=s�v/ l _ _� "�/ G �) \c 17 m M rt vi �p /gyp 2 N Q ( I - 3 O `1. 2 9F -211t8 I Tc 23.632.77' 26 - - UA4=--- --65 4 64.67'1 118.or 64.6zc zs.76 ~ I �`1 PE 27.1 I F� I PROP. GRADE l O I ( I II BREAK (TYP.)J TC 23.89 4 F - - - TC 25 I r O \ �T(I I - FL 23.39 / C 1 n I TW 31.43 �, /TC 23.89 4 N I TC 25.86 FL 25.IS6 O qI n I N 4 I ' I IF 4 \C 6.10 TC 23.91 FL 23.39 \ FL 25.36 I 10573' O I O b F\ FG((N)) 25.6 10• 3 5 74 ( TC 25 i I I W I FG(S) 23.43 S 18. 18.5'x'. P.U.E. 75 / 76 J 5 I • I \'I 11 n TF 22.10 P.0 E 76 77 5 3d' 0' Z I 4y�-*F 26.27 FF 26.77 �> FF 27.17 FF 27.47 FF 27 7 o FF 28.07 18 18r- I6� JT I ti1111 FI I PE 25.6 B z W PE 26.1 PE 26.5 o PE 26.8 PE 27,E PE 27.4 B'$' 16's' $ m I XIST. NO FILTER, / - 7C 26.15 I FF 28.07 J w as I F FL 23.77 / F w ^ \ F C FL 2 65 PE 27.4 Ir I <z Y Z NDON IN PLACE PER < 4 7C 24.27 C a \ \\ FL 25.65 I 1 I 't I J] z I / T H RECCOMENDATIONS / C ((�I M 11 I � p nn mw(26) m,. ��^ n aYmA NnTC 26.28 I I � I I w J I v -\ n o /p rn rn �' � o n m �25 76 "'� / 32.3 I 62 i0 I .oz 3�w I F F/ TW 32.10 112.17+ma m o I C / TRW 26.10 TC 4.25 I N N i a a f iO f "n /C 1057]' NG I W I/ 1 (j NNOW N NN N N O W N NNNN N W mOO I W,d .' / ` FG(N) 25.6 4 \�^"' UJI NN N OJ aJ U U (•F iJi H a F UJUJ F N U Q _ a a� - J, FPE 25.8 I > ` I ¢ 1 I TF 22.771 m ` f - r�r W- -___� a T 26.25 OI I I �� xpa � m E 3 _ w wa ` ! _ _ I --25.37- i' -..t _Y}A \i TP zs. z � / 2 I - o I PROP. SEWER -- ( F -- - _ 1O I �+ TC 26.29 F 28 47 1 ( 4 LINE (TYP.) B • �iT� F [I� 56' 5' 10 I 4 TC 24.59 a - ^ + y Lrl� ,. l_ - - - IP- 26.04 L16 _ _ L L Q G I m L19 ��_,_�_._ 1 1s- ss L17 n - - C1-4_ PE 27.8 63 ___ `65pt-_� -7R 25.07 /_ - _ �„ 110.91' e I X' TW 32.10 6 M /A \ rmu �( 4 4 I W I I " TC 24.63 d 109.55' a I FG((N)) 26.1 4 F $ II v I FG(S) 24.1 (,`\ FL 24.13 ^ mm m a w cl I \ a< T 32.4 O Q `m J III .� F \,� rc nm uaia ^ nn TC 26.58 NG' y 0OBaa I 1 q.F 26.77 \ NI NN / N NN NN N f'� NN NN N 4 a NN NN NN W C 20 F o 1 X Q LL I 1 2 PER N a l F_ z4.s4 C1 4 4 s F 4 Tc z6.se I FF 28.77 fU O O OI w3 I FIC i4BANDON NN PLACE PER iC 24.911 ©i I� FL 24.1473 IF mF, z FL 26.08 Q - I I I arFCFT I e _ 72 -m � 71 70 f. N - PE 26.1 O _ srcc cN IONS FF 26.77 = '° 6E B I ° o I I I C w 32.1 PRoa. GRADE 8 FF 27.07 FF 27.47 o FF 27.77 - 4 1 4\ G .1 o I d I I W w z6.n BREAK (rP PE a`g 1 PE 26 4 PE 26 8 PE 271 o FF 28.17 I F\c 20 4 I 84 LINE DATA NO. DELTA BEARING LENGTH LENGTH L1 N 0011'17" W 501.87' L2 N 89'5413 E __398 '02 L3 N 89.51 03" E _T2_8.21' 375 L4 N 44'40 49 E 16.92' L5 N 89.51 03 E 524.52 L6 N 00'0857 W 170.75' L7 N 07'57'54" E 96.15' LB N 88'28'53" W 44.83' L9 N 86'45'29" E 39.02' L10 N 782710 W 43.64 L11 N 00'1117 W 174.64' L12 N 89.54'14" E 58.79 L13 N 89'5413 E 113.98 L14 N 02'54'27" E 88.89 L15 N 03'53'58 W 55.44' Li 6 N 03'06 53 EMil 03'12'40" L17 N 00'05'47" WL18 C75 03'05'55" N 03'11'42" W 811' _Tl6 06'5314" 300.00' 36.06' i0 I .oz 3�w I F F/ TW 32.10 112.17+ma m o I C / TRW 26.10 TC 4.25 I N N i a a f iO f "n /C 1057]' NG I W I/ 1 (j NNOW N NN N N O W N NNNN N W mOO I W,d .' / ` FG(N) 25.6 4 \�^"' UJI NN N OJ aJ U U (•F iJi H a F UJUJ F N U Q _ a a� - J, FPE 25.8 I > ` I ¢ 1 I TF 22.771 m ` f - r�r W- -___� a T 26.25 OI I I �� xpa � m E 3 _ w wa ` ! _ _ I --25.37- i' -..t _Y}A \i TP zs. z � / 2 I - o I PROP. SEWER -- ( F -- - _ 1O I �+ TC 26.29 F 28 47 1 ( 4 LINE (TYP.) B • �iT� F [I� 56' 5' 10 I 4 TC 24.59 a - ^ + y Lrl� ,. l_ - - - IP- 26.04 L16 _ _ L L Q G I m L19 ��_,_�_._ 1 1s- ss L17 n - - C1-4_ PE 27.8 63 ___ `65pt-_� -7R 25.07 /_ - _ �„ 110.91' e I X' TW 32.10 6 M /A \ rmu �( 4 4 I W I I " TC 24.63 d 109.55' a I FG((N)) 26.1 4 F $ II v I FG(S) 24.1 (,`\ FL 24.13 ^ mm m a w cl I \ a< T 32.4 O Q `m J III .� F \,� rc nm uaia ^ nn TC 26.58 NG' y 0OBaa I 1 q.F 26.77 \ NI NN / N NN NN N f'� NN NN N 4 a NN NN NN W C 20 F o 1 X Q LL I 1 2 PER N a l F_ z4.s4 C1 4 4 s F 4 Tc z6.se I FF 28.77 fU O O OI w3 I FIC i4BANDON NN PLACE PER iC 24.911 ©i I� FL 24.1473 IF mF, z FL 26.08 Q - I I I arFCFT I e _ 72 -m � 71 70 f. N - PE 26.1 O _ srcc cN IONS FF 26.77 = '° 6E B I ° o I I I C w 32.1 PRoa. GRADE 8 FF 27.07 FF 27.47 o FF 27.77 - 4 1 4\ G .1 o I d I I W w z6.n BREAK (rP PE a`g 1 PE 26 4 PE 26 8 PE 271 o FF 28.17 I F\c 20 4 I 84 O - > F FGN> 26.4 .7.'24.98 TC 24.98 PE 27.5 TC 26.93 ` p I \ i ° 0 Fcls) 24s FL za.46 A v Q z \ C TF 23.43 CF2 .D7.mPROP. WATER ) PROP. WATERG G PROP. SEWER GO - ( V J 91 TW 32.77 N ^ LINE (TYP.) / LINE (TVP.) LINE MP°O O II L� FGN 2 26.7 6.4 I °` 24 TC 25.18 ( 4 TC 27.10 chi 1 �, I 21 I I • f ED zs.z FL 2a.68 ( _ - _ _ _ _ _.�'- _ _ _ _ '- _ FF 29.17 m m 1 Tc zs.z3 s.3 - - - 7c 27.17 / NOTE TO CONTRACTOR - I S o F 24.15 �, Tc 2s.t6 .es. 6sa9' _ _ _ _ 2 ° _ N �� R 24.68 I IPE 2�.5 a PLEASE REFER TO SEPARATE DEMOLITION PLANS (CITY AND CVWD) FOR O I 111.83' TC 25.27 \ O o r G FL 26.67 TC 27.17 = DISPOSITION OF ON-SITE EXISTING IMPROVEMENTS AND UTILITIES. CONTRACTOR T2s, I FL 24.77 I I I °0 FL 2867 / = TO CONTACT CLIENT FOR STATUS OF DEMOLITION PRIOR TO COMMENCING j�Q I S� .Y6' 232 T2s `?. 2 F 2'%•37 TC 25.27 I �� I I _ TC 27.41 n' 105.15' z 6 GRADING OPERATIONS. F .TW 2.77 FL 24.77 c� V 66 FL 26.97 of ` TC 27.35 1.B t"f o N zs.7 E 8.7 w \ 11 / I FGS 6.78 M M C 25.68 ,c� 66 67 C F O t o I\ 4 7F 2s.s D rc 2s.50I & o zs.16 A I I FF 2$.47 FF 28.77 - FF 29.07 rn FI0. ° I I Ig W F vFL 2s.00 �I I �� ° `� IIS1'9,27.48;,�� PE 28.4 N F� z1 22 �I w --- IBJ` PE 28"1 'm TC -PN o i ( 3 < O I I I FEATURE R0TECi IR J' •• h 89.27 IIT XI CF ~\--- 1111 �m of N� mm nm TC 27.0 I 50'6VSC IV RE 28.7 I li Nog '{P 1 50 V n TC 26 19 m TC 25.95 111 N N ^ a W B �` m a 7 OI I I I PLACE) WATER a r LI V A) a FL 25 44 rn w F 25.45 \ I J U F N n j 4 N N FL726 n_ 107.00 _ _ 1 88 _ P P S.D.7.51' 3 vRV S ER 6 ¢ o P 10 Cz TC -M h _ �. �� 1 _ _ _ _ J� TC 27.49 .8 , a 26. 0' 40' 80• 120' 160' � I a g 1 ¢ L7TC 26.19 •• \ FG 11 1 N 0 V CII T '_ __ 1 50' v� F zss4 I I LOT L -1 z \ --- CORTE TP zs.as 28 E 011. 1 1. 67% i IFF 26.97 CIF osDa - �L�m FF 29.87 I II - - SCALE 1"-40' ---� zssa I ; '' �� - ��_ . o IPE 26.8 \� - _ c13 - u4 PE 28.7 I 1A I I I _ 4 4 / /�Ic I I 1st SUBSTITUTE MYLAR T MAt C I z 1 1 �I L Qp,OFESS/Od,A! / NE THIS MYLAR IS IDENTICAL TO THE zvoFESS/GA, 1 D i g� S a f e I y �Q� \4HNEL S. q0K Fy MYLAR APPROVED BY THE CITY x DIG ALERT DIAL TOLL FREE i O ENGINEER ON 1NOTED 5. EON. FOR �Q� GV NEL e. qO F7 v m THE REVISIONS NOTED HEREON. 1-800-227-2600 cssoss 0 w cssoss m AT LEAST TWO DAYS Q BEFORE YOU DIG © Copyright 2021 N4T / V I Q�� / "t ° / V I �e MSA Consulting, Inc. / F OF. VFO '4TH pP All Rights Reserved \ CAt. OF CAI -\E UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MICHAEL S. ROWE BENCH PREPARED UND THE DIRECT ERVISION OF R.C.E. NO. SIGNED APPROVED BY CITU OF LA QUINTA SHEET NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. MARK ELEV. 28.23 DLS/MP �L CITY OF LA QUINTA, C NIA PLANNING Is CIVIL ENGD488RE40 s LAND SURVEYING LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. SIGNATURE �I/ �_ 056069 AWN BA, ' - 7 TRACT NO. 36762 - FLOREST�A� OF 1 REVISED CITY AND BLOCK Mill PROTECT NOME, FG (S) WALL ElEVATKINS 2 INTERSECTION OF AVENUE 52 AND JEEFERSON STREET v FOS 3 1 i ROUGH GRADING PLANS ,! \ FOR LOTS /-7 AND ENGINEER'S SIGNATURE. PER GRADING PLAN BY AMIR ENGINEERS. / MICHAEL S. ROWE DAT 4 34200 BOH HOPE DRIVE ■RANCHO IVIIRAGB ■ CA 92270 ` qq �( CKED B BRYA W. MCKINNEY, .E. DATE TELEPHONE (760) 320-98ll ■ Fwx (760) 323-7893 ` !/` ' JAD R.C.E. 494118R EXPIRES 9/30/22 BEING A SUBDIVISION OF A PORVESO HESOUTHEAST 2 ROUGH4OF GRA C. 5, T 6 SOUTH, R. 7 EAST, S. M SHEETS CURVE DATA NO. DELTA RADIUS LENGTH TANGENT C1 90'0530 262.00 411.97 262.42 C2 08'06'51 300.00' 42.49' 21,25' C3 29'23'00" 375 00' 192 31' 98.32' C4 04'4538 200 00' 16.62' 8.31' C5 18'13'53" 200.00' 63.64 3209' C6 20'25'42" 400.00' 142.62' 72.07' C7 16'59 10 200.00' 59.29' 29.87 C8 78'15'53" 43.00 5874' 34.99' C9 90'05'31 137.66 --ii '5.42 137.22 010 05'12'38" 300.00 27.28' 13.65 C11 10'25'15" 90000' 163.69' 82.07' C12 05'12'37" 300.00 27.28 1365 C13 06'48'25" 300.00' 35.64' 17.84' C14 03'12'40" 300.00' 16 81' C75 03'05'55" 300.00' 1622' 811' _Tl6 06'5314" 300.00' 36.06' 1805' O - > F FGN> 26.4 .7.'24.98 TC 24.98 PE 27.5 TC 26.93 ` p I \ i ° 0 Fcls) 24s FL za.46 A v Q z \ C TF 23.43 CF2 .D7.mPROP. WATER ) PROP. WATERG G PROP. SEWER GO - ( V J 91 TW 32.77 N ^ LINE (TYP.) / LINE (TVP.) LINE MP°O O II L� FGN 2 26.7 6.4 I °` 24 TC 25.18 ( 4 TC 27.10 chi 1 �, I 21 I I • f ED zs.z FL 2a.68 ( _ - _ _ _ _ _.�'- _ _ _ _ '- _ FF 29.17 m m 1 Tc zs.z3 s.3 - - - 7c 27.17 / NOTE TO CONTRACTOR - I S o F 24.15 �, Tc 2s.t6 .es. 6sa9' _ _ _ _ 2 ° _ N �� R 24.68 I IPE 2�.5 a PLEASE REFER TO SEPARATE DEMOLITION PLANS (CITY AND CVWD) FOR O I 111.83' TC 25.27 \ O o r G FL 26.67 TC 27.17 = DISPOSITION OF ON-SITE EXISTING IMPROVEMENTS AND UTILITIES. CONTRACTOR T2s, I FL 24.77 I I I °0 FL 2867 / = TO CONTACT CLIENT FOR STATUS OF DEMOLITION PRIOR TO COMMENCING j�Q I S� .Y6' 232 T2s `?. 2 F 2'%•37 TC 25.27 I �� I I _ TC 27.41 n' 105.15' z 6 GRADING OPERATIONS. F .TW 2.77 FL 24.77 c� V 66 FL 26.97 of ` TC 27.35 1.B t"f o N zs.7 E 8.7 w \ 11 / I FGS 6.78 M M C 25.68 ,c� 66 67 C F O t o I\ 4 7F 2s.s D rc 2s.50I & o zs.16 A I I FF 2$.47 FF 28.77 - FF 29.07 rn FI0. ° I I Ig W F vFL 2s.00 �I I �� ° `� IIS1'9,27.48;,�� PE 28.4 N F� z1 22 �I w --- IBJ` PE 28"1 'm TC -PN o i ( 3 < O I I I FEATURE R0TECi IR J' •• h 89.27 IIT XI CF ~\--- 1111 �m of N� mm nm TC 27.0 I 50'6VSC IV RE 28.7 I li Nog '{P 1 50 V n TC 26 19 m TC 25.95 111 N N ^ a W B �` m a 7 OI I I I PLACE) WATER a r LI V A) a FL 25 44 rn w F 25.45 \ I J U F N n j 4 N N FL726 n_ 107.00 _ _ 1 88 _ P P S.D.7.51' 3 vRV S ER 6 ¢ o P 10 Cz TC -M h _ �. �� 1 _ _ _ _ J� TC 27.49 .8 , a 26. 0' 40' 80• 120' 160' � I a g 1 ¢ L7TC 26.19 •• \ FG 11 1 N 0 V CII T '_ __ 1 50' v� F zss4 I I LOT L -1 z \ --- CORTE TP zs.as 28 E 011. 1 1. 67% i IFF 26.97 CIF osDa - �L�m FF 29.87 I II - - SCALE 1"-40' ---� zssa I ; '' �� - ��_ . o IPE 26.8 \� - _ c13 - u4 PE 28.7 I 1A I I I _ 4 4 / /�Ic I I 1st SUBSTITUTE MYLAR T MAt C I z 1 1 �I L Qp,OFESS/Od,A! / NE THIS MYLAR IS IDENTICAL TO THE zvoFESS/GA, 1 D i g� S a f e I y �Q� \4HNEL S. q0K Fy MYLAR APPROVED BY THE CITY x DIG ALERT DIAL TOLL FREE i O ENGINEER ON 1NOTED 5. EON. FOR �Q� GV NEL e. qO F7 v m THE REVISIONS NOTED HEREON. 1-800-227-2600 cssoss 0 w cssoss m AT LEAST TWO DAYS Q BEFORE YOU DIG © Copyright 2021 N4T / V I Q�� / "t ° / V I �e MSA Consulting, Inc. / F OF. VFO '4TH pP All Rights Reserved \ CAt. OF CAI -\E UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MICHAEL S. ROWE BENCH PREPARED UND THE DIRECT ERVISION OF R.C.E. NO. SIGNED APPROVED BY CITU OF LA QUINTA SHEET NO. REVISIONS APPROVED DATE MSA CONSULTING, INC. MARK ELEV. 28.23 DLS/MP �L CITY OF LA QUINTA, C NIA PLANNING Is CIVIL ENGD488RE40 s LAND SURVEYING LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. SIGNATURE �I/ �_ 056069 AWN BA, ' - 7 TRACT NO. 36762 - FLOREST�A� OF 1 REVISED CITY AND BLOCK Mill PROTECT NOME, FG (S) WALL ElEVATKINS 2 INTERSECTION OF AVENUE 52 AND JEEFERSON STREET v FOS 3 1 i ROUGH GRADING PLANS ,! \ FOR LOTS /-7 AND ENGINEER'S SIGNATURE. PER GRADING PLAN BY AMIR ENGINEERS. / MICHAEL S. ROWE DAT 4 34200 BOH HOPE DRIVE ■RANCHO IVIIRAGB ■ CA 92270 ` qq �( CKED B BRYA W. MCKINNEY, .E. DATE TELEPHONE (760) 320-98ll ■ Fwx (760) 323-7893 ` !/` ' JAD R.C.E. 494118R EXPIRES 9/30/22 BEING A SUBDIVISION OF A PORVESO HESOUTHEAST 2 ROUGH4OF GRA C. 5, T 6 SOUTH, R. 7 EAST, S. M SHEETS PAD PAD 18' FUTURE AC PAVEMENT MAX. FUTURE FUTURE BASE SLOPE FUTURE 6' CURB 6" CURB 1' &GUTTER PROPOSED ROUGH & GUTTER 10• CUT - 0.6' BELOW FL ELEVATION SECTION A -A PRIVATE ON-SITE ROAD NTS FUTURE AC PAVEMENT MAX, `FUTURE LFUTURE 845E SLOPE FUTURE) 6" CVRB 6" CURB 1' &GUTTER PROPOSED ROUGH & GUTTER 10• BELOW FL ELEVATION SECTION B -B PRIVATE ON-SITE ROAD NTS R/W ea' MAX. SLOPE 1' PAD R/W - _- 24' PL ///��� FUTURE GARDEN OR / OR COMBO RETAINING WALL 5' MIN (SIDEYARD j / 2OX f S (BY SEPARATE7 ' 3' 20.5' 0.5' (BY SEPARATE DESIGN 68.25' PERMIT PUE z o M 2% TO X M/N 2' DESIGN AND PERMIT).EUTURE ^ - 2'- M1f 2% 2 ?I (LOW SIDE) Z o PERMIT). BEHIND CURB WILL BE 34.625' C/L 33.625' (� AC PAVEMENT -j PAD PER PUN - 3' MIN. H v (, Z%CFESS/DN '4� TC TC .�- —z% TO 20% A N. 1 wino 2X TO PAD 34' SEPARATE DESIGN 2 33' tt � PAD 9TF PER PLAN a DA`1FOP� E27 - U 7777771717;7- )MMX. MIN. z iii i ROUGH z 2:1 O 2:1. MAX. z 2% TC PR PIAN TP PER PIAN REMOVAL DURING TC PER PLAN FUTURE 2% PP SECTION H -H SEE PLAN MIN-> CUT - 0.6BELOW FL 0'CURB 2% FUTURE GARDEN WALL 2% ELEVATION MIN PE DO NOT EXCEED T-0" VERTICAL DIFFERENTIAL) SECTKNd E -E r ^EXISTING/FUTURE �\ , ✓�/. PAD ELEV LOT 'K' MOLX.EXISTING/FUTURE EMERGENCY ACCESS ROAD `EXISTING/FUTURE 31 PARKING BOTH SIDES) SLOPE FLOOR " 1 AC PAVEMENT AC PAVEMENTSLOPE ANX. 777 N' L PROPOSED ROUGH ` EXISTING/FUTURE 1' �/ /%�%!/%%�%://i!/%!%\%\!%\�/�\�/ BASE CUT - 0.6' BELOW FL BASE 5 EXISITNG/FUTURE ELEVATION EXISTING/FUTURE 5 6" CURB & GUTTER LOT FUTURE GARDEN OR RETAINING WALL (BY SEPARATE DESIGN AND PERMIT). 5' 1:1 � MAX. SLOPE SECTION C -C VIA PRESIDIO NTS 33' FUTURE AC PAV FUTURE �. FUTURE BASE FUTURE) 6" CURB & GUTTER PROPOSED ROUGH 6" CURB CUT - 0.6' BELOW FL & GUTTER ELEVATION SECTION D -D VIA PRESIDIO (TAPER) (NO PARKING BOTH SIDES) DiglSafely DIG ALERT DIAL TOLL FREE aAVAeave 1-800-227-2600 �v AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. REVISIONS 1 REVISED CTIY APPROVAL BLOCK, PROJECT NAME, AND SECTION K -K AND ENGINEER'S SIGNATURE. NTS 6" CURB & GUTTER VARIES MAX. SLOPE FUTURE GARDEN OR RETAINING WALL (BY SEPARATE DESIGN AND PERMIT) CONSTRUCTION NOTES CONSTRUCT 6' TALL GARDEN WALL; WALL DESIGN BY OTHERS; O1 UNDER SEPARATE PERMIT; SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR AND FINISH. CONSTRUCT 6' TALL GARDEN WALL ATOP VARYING HEIGHT RETAINING (D WALL; WALL DESIGN BY OTHERS; UNDER SEPARATE PERMIT; SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR AND FINISH. VARIES LOT "M" FUTURE GARDEN OR RETAINING WALL (BY SEPARATE DESIGN AND PERMIT). D R PLAN //\� , J/vim' PAD FUTUREPL GARDEN 24' PL ///��� FUTURE GARDEN OR / OR COMBO RETAINING WALL 5' MIN (SIDEYARD j / 2OX f RETAINING WALL (BY SEPARATE7 ' 3' 20.5' 0.5' (BY SEPARATE DESIGN AND PERMIT 10' MIN (REARYARD SETBACK) z o M 2% TO X M/N 2' DESIGN AND PERMIT).EUTURE ^ - 2'- M1f 2% 2 ?I (LOW SIDE) Z o PERMIT). BEHIND CURB WILL BE c� FF=PE+0.67' PE (SEE PLAN) FUTURE GARDEN OR COMBO (� AC PAVEMENT -j PAD PER PUN - 3' MIN. H v (, Z%CFESS/DN '4� TC TC .�- —z% TO 20% A N. 1 wino 2X TO PAD 2' MIN. SEPARATE DESIGN 2 PER PLAN PER PLAN 5' MIN. PAD 9TF PER PLAN a DA`1FOP� E27 - PER PLAN 7777771717;7- )MMX. MIN. z iii i ROUGH z 2:1 4 2:1. MAX. z SLOPE SLOPE o: v REMOVAL DURING FUTURE PROPOSED ROUGH FUTURE CONSTRUCTION OF SECTION H -H FINISI 6" WEDGE CUT - 0.6BELOW FL 0'CURB FUTURE COMBO RETAINING WALL SIDE YARD DETAIL FUTURE GARDEN WALL CURB ELEVATION APE'S EXCEED 1'-0" VERTICAL DIFFERENTIAL) WE'S DO NOT EXCEED T-0" VERTICAL DIFFERENTIAL) SECTKNd E -E WALL TRENCHING N.T.S. PAD ELEV LOT 'K' EMERGENCY ACCESS ROAD (NO PARKING BOTH SIDES) ".( FLOOR " NTS AC PAVEMENT 1.5:1 MAX , •J I= SLOPE FUTURE FUTURE 0"CURB 6" WEDGE CURB PROPOSED ROUGH CUT - 0.6' BELOW FL ELEVATION SECTION F -F LOT 'I' ACCESS ROAD (NO PARKING BOTH SIDES) NTS s PROPERTY PROPERTY LME 3' MIN. 2' 2' FUTURE GARDEN °I IR FG WALL (PER .� SIDE) SEPARATE PLAN PLAN) AND PERMIT PE OR FG 3' PE OR FG (HIGH SIDE) (SEE PLAN) PL FUTURE GARDEN OR COMBO RETAINING WALL (BY SEPARATE DESIGN AND PERMIT). EXIST SCREEN WALL PAD IN BE PROTECTED IN PUCE .., NOTE - FUTURE ADA ACCESSIBLE D.G. TRAIL TO BE CONSTRUCTED WITH 2" THICK 3/8" MINUS NOMINAL DECOMPOSED GRANITE (COLOR PER LANDSCAPE ARCHITECT'S PLANS) WITH "STALOK" BINDER (OR APPROVED EQUAL) OVER 2" MIN. NATIVE SOIL AT 90% RELATIVE COMPACTION. 2' VARIES e' BENCH VARIES BENCH 5' 3- 2:1 MAX. NO FUTURE SLOPE SEE PLAN ADA ACCESSIBLE i D.G. TRAIL FG F PER PLAN 2% j PER PUN 3:1 SLOPE - - — — — — — MAX. 2a SLOPE IJ =1y.— MAX. = SECTION J -J RETENTION NOT TO SCALE r f a c 11. 5' MIN (SIDEYARD j / 2OX (LOW SIDE) 5' MIN (SIDEYARD SETBACK) ENVELOPE. ' 2. OVER -EXCAVATION TO 1 OCCUR BEFORE HOUSE IS 10' MIN (REARYARD PE OR FG PERMIT 10' MIN (REARYARD SETBACK) z o M 2% TO X M/N (SEE PLAN) m PROPOSED 6" CURB PROPOSED ^ - 2'- M1f 2% 2 ?I (LOW SIDE) Z o ry BEHIND CURB WILL BE c� FF=PE+0.67' PE (SEE PLAN) FUTURE GARDEN OR COMBO (� 'r -j PAD PER PUN - 3' MIN. H v (, Z%CFESS/DN '4� 5' MIN. .�- —z% TO 20% A N. 1 wino 2X TO Z � C56069 i 2' MIN. SEPARATE DESIGN 2 5' MIN. 20% 2.A V'14 9TF 0.30' PERMIT). a DA`1FOP� CITY OF LA QUINT&A ENGINEER) SHEET MIN. z iii ROUGH z 4 2 z 5a o: v REMOVAL DURING MIN. R. 7 EAST, s.e.M. CONSTRUCTION OF SECTION H -H FINISI SECTION H -H FUTURE COMBO RETAINING WALL SIDE YARD DETAIL FUTURE GARDEN WALL SIDE YARD DETAIL WALL TRENCHING APE'S EXCEED 1'-0" VERTICAL DIFFERENTIAL) WE'S DO NOT EXCEED T-0" VERTICAL DIFFERENTIAL) N.T.S. WALL TRENCHING N.T.S. PL FUTURE GARDEN OR COMBO RETAINING WALL (BY SEPARATE DESIGN AND PERMIT). EXIST SCREEN WALL PAD IN BE PROTECTED IN PUCE .., NOTE - FUTURE ADA ACCESSIBLE D.G. TRAIL TO BE CONSTRUCTED WITH 2" THICK 3/8" MINUS NOMINAL DECOMPOSED GRANITE (COLOR PER LANDSCAPE ARCHITECT'S PLANS) WITH "STALOK" BINDER (OR APPROVED EQUAL) OVER 2" MIN. NATIVE SOIL AT 90% RELATIVE COMPACTION. 2' VARIES e' BENCH VARIES BENCH 5' 3- 2:1 MAX. NO FUTURE SLOPE SEE PLAN ADA ACCESSIBLE i D.G. TRAIL FG F PER PLAN 2% j PER PUN 3:1 SLOPE - - — — — — — MAX. 2a SLOPE IJ =1y.— MAX. = SECTION J -J RETENTION NOT TO SCALE TO BE REMOVED WITH \� %V/j CONSTRUCTION OF BLOCK A: WALL. SECTION G -G TYPICAL INTERIOR LOT LINE ROUGH GRADING NOT TO SCALE TRACT BOUNDAf AVENUE 52 / JEFFERSON STREET EXIST. MEANDERING WALKWAY RETENTION BASIN FG=18.0 -PROP. COMBO C, GARDEN/RETAIN WALL Z S s VARIES 8' BENCH TRW PER PLAN az . SLOPE VARIES 14.3 g PAD PER FG TO 371 MAX. "a PUN PER PLA 3:1 TF SLOPE - PER MAX. 2 RETENTION ` BASIN FG=18.0 — — _— — =____ — SECTION K -K RETENTION BASIN NOT TO SCALE TRACT BOUNDARY PL AVENUE 52 / JFFFFRSON STREET VARIES PROJECT SITE PL VARIES I PROJECT SITE EXIST. MEANDERING EXIST SCREEN WALL WALKWAY TO BE PROTECTED IN PUCE 2' VARIES ( BENCH _--___EE_ j SEE PN NO U{t L -4, 2.1 SLOPE SECTION 1-1 m CoPYlggnt 2021 AVENUE 52 AND JEFFERSON STREET MSA ConaMlting, Inc. NOT TO SCALE All Rights Reserved APPROVED DnrE MSA CONSULTING, INC. .; PLANNING ■ Crvm ENOnomem0 ■ LARD SORvEYINO 34200 BOB HOPE DRIVE ■ RANCHO MmAGE ■ CA 92270 TELEPHONE (760) 320-98U ■ FAx (760) 323-7893 PX PER PLAN 11 MARK ELEV. 28.23 LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE 52 AND JEEFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS. SECTION M -M AVENUE 52 AND JEFFERSON STREET NOT TO SCALE C56069MDLS/MP3 T�IATB AN W. MCKINN P.E. DATE CITY ENGINEER R.C.E. 49418 EXPIRES 9/30/22 TRACT BOUNDARY PROJECT SITE EXIST SCREEN WALL TO BE PROTECTED IN PLACE \�F' 2' VARIES NG SEE PLAN SEE PLAN III — PAD PER 11 PUN JEi IC= -. 1 2:1 SLOPE MAX. SECTION L -L NORTH AND WEST TRACT BOUNDARY NOT TO SCALE W GRADING NOTE& f a c 11. 5' MIN (SIDEYARD SETBACK) IFo 5' MIN (SIDEYARD SETBACK) ENVELOPE. ' 2. OVER -EXCAVATION TO if OCCUR BEFORE HOUSE IS 10' MIN (REARYARD SETBACK) FLOW 10' MIN (REARYARD SETBACK) z o m PROPOSED 6" CURB PROPOSED F� 1. DURING PRECISE GRADING, ?I FG SEE PUN TYPICAL. LOT DRAINAGE Z o BEHIND CURB WILL BE c� FF=PE+0.67' PE (SEE PLAN) FUTURE GARDEN OR COMBO (� MAX. -j PAD PER PUN DESIGNED, AS NEEDED. 3' MIN. H H BANDRETAINING WALL (Y Z%CFESS/DN '4� 5' MIN. �Q� \pPMEL$'ADN, Fy C 1 Q Z � C56069 i 2' MIN. SEPARATE DESIGN to 5' MIN. of 9TF BY GEOTECHNICAL PERMIT). a DA`1FOP� CITY OF LA QUINT&A ENGINEER) SHEET iii ROUGH OBACKFILL 01 4 2 2' DURING o: v REMOVAL DURING MIN. R. 7 EAST, s.e.M. CONSTRUCTION OF FINISI CONSTRUCTION OF WALL TRENCHING FUD FINISHED WALL TRENCHING PAD ELEV PER PLAN ".( FLOOR " PER P� 777 N' �/ /%�%!/%%�%://i!/%!%\%\!%\�/�\�/ TO BE REMOVED WITH \� %V/j CONSTRUCTION OF BLOCK A: WALL. SECTION G -G TYPICAL INTERIOR LOT LINE ROUGH GRADING NOT TO SCALE TRACT BOUNDAf AVENUE 52 / JEFFERSON STREET EXIST. MEANDERING WALKWAY RETENTION BASIN FG=18.0 -PROP. COMBO C, GARDEN/RETAIN WALL Z S s VARIES 8' BENCH TRW PER PLAN az . SLOPE VARIES 14.3 g PAD PER FG TO 371 MAX. "a PUN PER PLA 3:1 TF SLOPE - PER MAX. 2 RETENTION ` BASIN FG=18.0 — — _— — =____ — SECTION K -K RETENTION BASIN NOT TO SCALE TRACT BOUNDARY PL AVENUE 52 / JFFFFRSON STREET VARIES PROJECT SITE PL VARIES I PROJECT SITE EXIST. MEANDERING EXIST SCREEN WALL WALKWAY TO BE PROTECTED IN PUCE 2' VARIES ( BENCH _--___EE_ j SEE PN NO U{t L -4, 2.1 SLOPE SECTION 1-1 m CoPYlggnt 2021 AVENUE 52 AND JEFFERSON STREET MSA ConaMlting, Inc. NOT TO SCALE All Rights Reserved APPROVED DnrE MSA CONSULTING, INC. .; PLANNING ■ Crvm ENOnomem0 ■ LARD SORvEYINO 34200 BOB HOPE DRIVE ■ RANCHO MmAGE ■ CA 92270 TELEPHONE (760) 320-98U ■ FAx (760) 323-7893 PX PER PLAN 11 MARK ELEV. 28.23 LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE 52 AND JEEFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS. SECTION M -M AVENUE 52 AND JEFFERSON STREET NOT TO SCALE C56069MDLS/MP3 T�IATB AN W. MCKINN P.E. DATE CITY ENGINEER R.C.E. 49418 EXPIRES 9/30/22 TRACT BOUNDARY PROJECT SITE EXIST SCREEN WALL TO BE PROTECTED IN PLACE \�F' 2' VARIES NG SEE PLAN SEE PLAN III — PAD PER 11 PUN JEi IC= -. 1 2:1 SLOPE MAX. SECTION L -L NORTH AND WEST TRACT BOUNDARY NOT TO SCALE W GRADING NOTE& f a c 11. AREA OF OVER -EXCAVATION SETBACK LINE ! m IFo SETBACK LINE ENVELOPE. ' 2. OVER -EXCAVATION TO if OCCUR BEFORE HOUSE IS RDEN BUILT. FLOW R/W DRAINAGE NOTES- PROPOSED 6" CURB PROPOSED F� 1. DURING PRECISE GRADING, ?I FG SEE PUN TYPICAL. LOT DRAINAGE A BUBBLER/MINI ORYWELL BEHIND CURB WILL BE c� FF=PE+0.67' PE (SEE PLAN) 2:1 SLOPE 2. DURING PRECISE GRADING. MAX. -j PAD PER PUN DESIGNED, AS NEEDED. 3' MIN. H H MYLAR APPROVED BY THE CITY Z%CFESS/DN '4� 5' MIN. �Q� \pPMEL$'ADN, Fy THE REVISIONS NOTED HEREON. 1 Q Z � C56069 i 2' MIN. � I F� AREA OF OVER-EXCAVATION (SHADED) (TO BE VERIFIED IN THE FEILD 5' MIN. f c t v 9TF BY GEOTECHNICAL DF BLDG. ENV. DA`1FOP� CITY OF LA QUINT&A ENGINEER) SHEET c GRADING NOTE& f a c 11. AREA OF OVER -EXCAVATION SETBACK LINE ! m 5' OUTSIDE OF BUILDING _ _ GB HINGE LINE GB ENVELOPE. ' 2. OVER -EXCAVATION TO if OCCUR BEFORE HOUSE IS RDEN BUILT. FLOW R/W DRAINAGE NOTES- PROPOSED 6" CURB PROPOSED GUTTER 1. DURING PRECISE GRADING, SWALES AND AREA DRAINS WITH FG SEE PUN TYPICAL. LOT DRAINAGE A BUBBLER/MINI ORYWELL BEHIND CURB WILL BE NOT TO SCALE DESIGNED, AS NEEDED. 2:1 SLOPE 2. DURING PRECISE GRADING. MAX. DEEPENED FOOTINGS WILL BE PAD PER PUN DESIGNED, AS NEEDED. 1st SUBSTITUTE MYLAR R PLAN THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY Z%CFESS/DN '4� ENGINEER ON 11/16/15, EXCEPT FOR �Q� \pPMEL$'ADN, Fy THE REVISIONS NOTED HEREON. 1 Q Z � C56069 i A�_ f c t v 9TF DF MICHAEC S. ROWE DA`1FOP� CITY OF LA QUINT&A NIA SHEET ROUGH TRACT NO. 36762 - FLORESTA 4 GRADING PLAN OF DETAILS AND SECTIONS A SUBDMSION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5. T. 6 SOUTH, R. 7 EAST, s.e.M. SHEETS