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OFST2016-0001, OFST2018-0001o' NO . Cl C2 C3 C4 cs cs C7 cvw ELL SITE 11 EX . BLOCK ., WALL AT TRAC l " I I \ I , --'1---------------+---- L CURVE DATA DELTA RADIUS LENGTH TANGENT 30'36 29" 52.83' 28.22' 14.46' 30'12'1 S" 53.70' 28.31 14.49 0 1·17 07" 71 o.oo· 15.93' 7.9S' 06'53 30 150.00' 18.04' 9.03' 02·1s 37" 900.00' 35.77' 17.89 os·o1 53" 300.00' 31.58' 15.80' 01·39•52• 20S.55' 6.00' 3.00 LINE DATA NO . BEARING LENGTH L1 N 89"51 03 E 20.00' L2 N 00'00 00" E 7.39' L3 N 05'37 18" W 12.12' L4 N 89"48'56" E 23.14 L5 N 00'21 '55" W 20.09' LS N 89'48 56 E 23.64' L7 N 03'50'37" W 6 .00' L8 N 89'49 58" E 12.02' L9 N 01'36 36 E 5.99' L10 N 89'47'06" E 12.00' L 1 1 N 01'40'50" E S.01' L12 N 89'4S 14 E 100.00 Dig~Safely DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERG~D SERVICE ALERT OF SOUTHERN CALFORNIA NO . REVISIONS REVISED CllY SIGNATURE BLOCK, ACCESS DRfVEWAY, SIDEWALK, CONST. NCITT.S ANO AOO CONST. NOTE 5 .IND SIGNIGE NOTIS 5-12. 2 1 i I / I PROP . 30' EASEMENT--------/ I OT •o• / ~ 8" PROP. OJWD / RET~TION BASIN r ~~~R LINE v1 ACCESS GATE / EX 18. I FS 24.57 . PER LANDSCAPE HOPE STORM EX. BLOCK WALL 3 PLAN FS 24.57 DRAIN ., SMT---/---ESMT-- _/_ EX . I IRRIGATION + LINE -IR7 --!R~ ---s-- cs EX. CATCH BASIN (PROTECT IN PLACE) rEX. 10" - _/ _:_r;ER LINE _:lJ ·-· ----, -·- "-Ex. LANE LINE --~ -- EX . MEDIAN CURB (TYP .)\ ______ '....L __ RELOCATED AVENUE 52 /C/ ENUE 52 --~ ---98too __ _ o· 20' 40' SCALE 1 "=20' -ESMT --- -IRR FS 25.57 N /EX. 18" j__WATER LINE •-· s--. -s- so· 80' APPROVED DATE MSA CONSULTING, INC. PLANNING • Crvn. BNGINBl!IUNG • LAND SURVEYING AVENUE 52 <RE-STRIPE LEFT TURN> BENCH MARK ELEV. 28.23 LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. 34200 BoB HOPE DluvB • RANCHO MIRAGE • CA 92270 'I'ELEPHONE (760) 320-9811 • FAX (760) 323-7893 INTERSECTION OF AVENUE 52 AND JEEFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS . © Copyright 2019 MSA Consulting, Inc. All Rights Reserved R.C.E . NO. C43880 ) RESIDENCE EGRESS AND EMERGENCY ACCESS DRIVEWAY o· <JEFFERSON STREET> 10' ) zar /19 DATE 1 20' 30' 40' 2nd SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 12/6/18, EXCEPT FOR THE REVSIONS NOTED HEREON. SCALE 1"=10' && ~...----. JULIAN A. DE LA TORRE CITY OF LA QUINT A, CALIFORNIA TRACT NO. 36762 -WA TERMARKE OFF-SITE STREET IMPROVEMENT PLAN NOTES I A VENUE 52 I JEFFERSON STREET BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M . . OFST20t,-OOOI ) SHEET 2 OF 2 SHEETS -I - - ESMT - - - - - - t - ESMT EX. . CONC. E r D/W IRR '--- _ IRR FS 24.77 - - ESMT - - - - - ESMT - - - - ESMTc >K Q 4?, EX. BIKE - LANE LINE PROP. SEWER MANHOLE - S / PROP. 30' EASEMENT " OT •O• PROP. 8 PROP. CVWD RET NTION BASIN SFWFR LINT PROP. .....��.�. ...,,- AVENUE 52 EX. LANE LINE EX. MEDIAN CURB (TYPO r.VWn A r.rF=cc nPIXIPW A V %^ V `IVvLM vrml _,SRN _ 0' 10' 20' 30' 40' EX. 10' CVWD IRRIGATION EASEMENT EX. MEANDERING S/W DEMOLITION NOTES QUANTITY ESTWATE (FOR PERMIT PURPOSES ONLY) SAWCUT AND SMOOTH JOIN. 120 L.F. Fil REMOVE EXISTING AC PAVING TO LIMITS SHOWN. 110 S.F. 33 REMOVE EXISTING CURB AND GUTTER TO LIMITS SHOWN. 52 L.F. 4 REMOVE EXISTING CONCRETE SIDEWALK do DRIVEWAY TO LIMITS SHOWN. 1,120 S.F. 55 REMOVE EXISTING YELLOW STRIPING TO LIMITS SHOWN. 310 L.F. EXISTING FIRE HYDRANT TO BE RELOCATED BY CVWD DISTRICT FORCES AT DEVELOPERS EXPENSE (BY SEPARATE PLAN). 1 EA. EIREMOVE AND RELOCATE EXISTING BLUE RAISED PAVEMENT MARKER AS SHOWN ON PLAN. 1 EA. i 8 REMOVE EXISTING R3-18 (NO LEFT OR U TURN) SIGN. 1 EA. 591REMOVE AND RELOCATE EXISTING SIGN AS DIRECTED BY CITY. 1 EA. Fl-ol REMOVE AND RELOCATE EXISTING IID SWITCH AND VAULT BY DISTRICT FORCES, (FINAL LOCATION TO BE APPROVED BY CITY ENGINEER, PRIOR TO PLACEMENT). 1 EA. F1_11REMOVE AND DISPOSE OF EXISTING ACCESS GATE. 1 EA. I. '`I ..000'_� _ .,✓ �`.#�_.. e SIGNAGE AND STRIPING NOTES QUANTITY ESTNATE (FOR PERMIT PURPOSES ONLY) ` O PAINT 8" SOLID WHITE LEFT TURN CHANNELIZING LINE STRIPE, PER CA MUTCD STANDARD FIGURE 3A-112 (CA), DETAIL 38A. 126 L.F. O PAINT TYPE IV LEFT ARROW, PER CA MUTCD STANDARD FIGURE 313-24 (CA). 2 EA. INSTALL R4-7 (24"x3O"), R6-1 (54"08") AND OM 1-1 (18"08") SIGNS AND POST, PER CA MUTCD STANDARD FIGURE 2A-2-F (CA). 1 EA. 40 INSTALL R73-3A (CA) (36"x36") SIGN AND POST, PER CA MUTCD STANDARD FIGURE 2A-2-F (CA). 1 EA. �5 INSTALL R5-1 (36"X36") SIGN AND POST, PER CA MUTCD STANDARD FIGURE 2A-2C (CA). 1 EA. ® INSTALL R3-1 (36"X36") SIGN AND POST, PER CA MUTCD STANDARD FIGURE 2A-2-C (CA). 1 E�. O7 INSTALL R3-2 (36"X36") AND R6-1 (54"X18") SIGNS AND POST, PER CA MUTCD STANDARD FIGURE 2A-2-F (CA). 1 EA. 80 INSTALL R 1-1 (30 X30') AND R5-1 (36"X36") SIGNS AND POST, PER CA MUTCD STANDARD FIGURE 2A-2-C AND PER CITY OF LA QUINTA STD. DWG. NO. 500. 1 EA. ® PAINT "STOP" LEGEND, PER CA MUTCD STANDARD FIGURE 313-23 (CA). 1 EA. 11 PAINT TYPE IV RIGHT ARROW, PER CA MUTCD STANDARD FIGURE 3B-24 (CA). 1 EA. CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 12 PAINT 12" SOLID WHITE LIMIT LINE STRIPE, PER CALTRANS STD PLAN A24E. 20 L.F. 1 CONSTRUCT 5.5" AC PAVEMENT, OVER 6.5" CL 11 AGGREGATE BASE R VALUE-50, TI-9 OR PER GEOTECHNICAL O ENGINEERS RECOMMENDATIONS (JEFFERSON STREET). 55 S.F. CONSTRUCT 4.5" AC PAVEMENT, OVER 6" CL. II AGGREGATE BASE (R VALUE=50, TI=8) OR PER GEOTECHNICAL 2p' rLa I f imp y r ENGINEERS RECOMMENDATIONS (AVENUE 52). 55 S.F.112't 48't � CONSTRUCT 6" THICK X 20' WIDE CONCRETE DRIVEWAY, PER CITY OF LA QUINTA STD. DWG. NO. 221 m 39't _ (SIDEWALK ADJACENT TO R/W) AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 1,440 S.F. i i I 4 CONSTRUCT 4" THICK CONCRETE MEANDERING SIDEWALK WIDTH VARIES PER CITY EX. CITY �ODEL ( ), E C OF LA QUINTA STD. DWG. N0. � � ;� F 245 AND N0. 200• AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS, 920 S.F. I ( HOME SIG y j INSTALL CONCRETE TILE DETECTABLE WARNING DOMES, IN -LINE PATTERN, FULL WIDTH AND 3 FEET DEPTH � I � I e 9 (WAUSAU TILE, TYPE 3, SERIES U4008, QUARRY RED, OR EQUAL) PER CITY OF LA QUINTA STD. DWG. NO. 250. 72 S.F. I I 1 p if I 1 NOTE TO CONTRACTORl QUANTITY ESTIMATE EX. „D I I MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL TRANSFORMER SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE AND VUULT I i THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA I CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE EX. R/W I TIME OF CONSTRUCTION. g rn rn 6 cn cn ' R3-1 EX. 16 IID I I � � 1 .�•`,, EASEMENT I I i I I ' I I I i 8 32 I4, . Lu I I C.� rCOI z a oI �I I o 1 WE OWS" 5 0 In n S I � � It F STREET PLAN J � ; 1.675 I I ; ; R5-1 ( I TC(31.6J6 S R4-7 ���..���. ���. r.A ° °° -� FL 3 .0I i ® °w 3 ° °° �° ;� o° I a PROP. STOP BAR VlA PwSR6-1 " PROP. STOP SIGN & LEGEND PER FL 31.04 g w 0 X 5 SCALE 1 =10 PER ON -SITE ON -SITE STREET Im ONt-e1TE 11 .# '� 4.84X ° a d ,, 1 i ~ w c� $'i�T PLAN N 12 _ w --I EX. 10 CVWD ► a LOT •O' IRRIGATION EX. U °` STREET P;' PLAN , ` `; y``5 ' GAS !� 3 1 PROP. 20 CVWD 12 E IR TI ! OM 1-1 \q IRRIGATION RETENTION BASIN I EASEMENThfF a.... EASEMENT EX. BLOCK WALL FEX. CURVE DATA NO. DELTA RADIUS LENGTH TANGENT Cl 30'36 29 52.83 28.22' 14.46 C2 30' 12 16 53.70 28.3 i 14.49 C3 01 ° 17 07 710.00 15.93 7.96 C4 06°53 30 150.00 18.04 9.03 C5 02° 16 3? 900.00 35.77 17.89 C6 06°01 53 300.00 31.58' 15.80' C7 01'39 52 206.55 6.00' 3.00' LINE DATA NO. BEARING LENGTH L1 N 8751 03 E 20.00 L2 N cKroo'00w E 7.39 L3 N 05'37'18w W 12.12 L4 I N 89'48 56 E 23.14 L5 N 00.21 55 W 20.09' L6 N 8948*56w E 23.64 L7 N 03°50 37 W 6.00 L8 I N 89049 58 E 12.02 L9 N 01 *36'360 E 5.99' L10 N 89047 06 E 12.00' L11 N 01'40 50 E 6.01 L12 N 8946-14w E 100.00 DiglSafely DIG ALERT DIAL TOLL FREE ,. 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG �� SERVICE ALM OF S w�rsc CALIFORNA NO. REVISIONS 1 CITY SMTW BLOCK, Amass DMVMY, SIDEW", CONST. NOTES AND ADD CONST. NOTE 5 AND WAGE NOTES 5-12. EON LOT 'OK 3 7 MEDIAN , CURB °� �, ` ��, L •Q• - 6-1 R 2 - ESMT - - - - ESMT - - --; T - - - - :._.F5MT q - - - ESMT - - - - - ESMT - -E T - - - E�T - - - - -E - - - ESMT - - - - - ESMT - --* - - E A - - -ESMT - - - - - ESMT - - ' (' r t n CL 2O DRIVEWAYPROP" WATER _. _..._, R ...,... . ERR .�. .� _-.-_ .______IRR d a M= �„� -----•�....: __.. ,.._...__...,. IRR ........._._._ ..__••__..._ ..�:.._.._ � � _ -i -t 4Zu (� .,� -----ES ---- ESMT-----ESMT-----ESMT- -ESMT "`` L P 1aEA1aD - - - -.. - ESMT - - EX. U K'T - ` - - - - - SMT - - - - ESMT - - - ESMT =` - - - ESMT - �- - ' �� v L I d FL 1.04 LLr _ S TRACT BOUNDARY ---- - - - t ° •• o° ° ° , _._ _ _ CABLE TV ° ° °° a TC t3l.59 E _ _ __ _ E - - - --- E: - _ ___ _ E _ _ _ _ _� E `_ __ _ _ _ _ E __ E E W 3C J �� i � 1 I Z T _ _ _ T _ _ ____ T CAUTION: EX. GAS LINE ID EX. 8" CURB do GUTTER - _ _ ._ " €. rn X a z w v z TELEPHONE CURB & , N :3w U. r LINE GUTTER � o I n _ yr-__ ___ w w - _ ..__..._ w ____ _ - _ ___.__. -- :. w y _ a_ _a__. w ._ a ®- . w _. 8 N 1 a W w M EX. U/G EX. VAULT ap �w 2 - ___. _ R 1-1 R5-1 ESMTI-L - - - o I U- EX. BIKE EX. 18 WATER LINE EX. '21GHT LAME MUST ELECTRIC LANE LINE EX. 10" SEWER LINE .�! cn - s w I ( __ TURN RIGHT" IGN LINE �n_. �- _-__._ -_ _ - EXlST1NG EXISTING -- -- I , S --r - S s EXISTING EXISTING 3 3 ( I U) i{PR TIN E) _... _..__ „ C C I 0 PLACE) c O EX. b/G CABLE EX. LANE EX. MEDIAN 4 I EX. MEDIAN J I TV ICIJELIN I i . 0 - .... .-.. CURB (TYP.)CURB MID.) R733 EX ____ .._w . _ .---- �...- 3 ELEC LINE I t T_ AVENUE 52 EX. u 5 � 102�00� � ( ELEC ! LINE EX. 8 - -- - -+=•-- - - - - - - - 1 I m rn CURB - - - - --_IJE GUTTER W;t/� ....--- ""'� 15 F� ",�,. a "'------I� "--�:. 4 5%I �"' AVENUE 52 ...a EX. MEDIAN CURB (TYP.) ul APPROVED I DATE START \_ EX. t EX. I LANE L12 2 5 __,...d. _�.EX:_.SIGN 5 "JEFFERSON ST NORTH 7S .N3. END EXISTING EXISTING' LEFT LANE ONLY"RESIDENCE EGRESS AND > :f`} (PROTECT IN r• 4 , ' PLACE) EX 8" CURB do GUTTER _ __a _ _ . __. r ------.. _ -- - _ r .. �., E _ _ EX. R/W MW� ORN 0' 20' 40' 60' 80' m6?%w%m_ SCALE 1 "=20' MSA CoNsuLTWG, INC. PLAmam ■ C rm ENanumm ■ LAxn► Smvmnm AVENUE 52 (RE -STRIPE LEFT TURN) 342M Bm HOFE Dwva ■ Rio MMaM ■ CA 9227O (760) 320-M ■ FAX (760) 323-7M ""•",�ELEV. 28.23 MARK LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. INTERSECTION OF AVENUE 52 AND JEEFERSON STREET PER GRADING PLAN BY AMIR ENGINEERS. T EMERGENCY. ACCESS DRIVEWAY DE L4 r F e� C43880 m vOF Pil, © Copyright 2018 MSA Consulting, Inc. All Rights Reserved PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DE81G M �C43880 FOS DRAWN B F03 SK3NATURE / - JL TAN A. DE LA TORRE DATE MI f 'g� CHECKED I JAD (JEFFERSON STREET) o R-t 0' 10' 20' SCALE 1 "=10' lot SUBSTITUTE MYLAR I 1 1 THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY "'w( ENGINEER ON 3/2116, EXCEPT FOR + ►►• D� L4 THE REVISIONS NOTED HEREON. v C43880 a c Olga OF \ CA1- JU IAN A. DE LA TORRE APPROVED BY CITY OF LA OUINTA CITY OF LA QUINTA, CALIFORNIA SHEET 2 TRACT NO. 35762 - WATERMARKE f Z BRY N W. MCKINN P.E. DATE OFF -SITE STREET IMPROVEMENT PLAN OF 2 CITY ENGINEER NOTES / AVENUE 52 / JEFFER" ON STREET R.C.E. 49418 EXPIRES 9/30/3wd 20 BEING A SUBDIVISION OF A PORTIONS OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SLEETS