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ONST2015-0006, ONST2018-0001, ONST2018-0004DEMOLITION NOTESANTITY ESTIMATE ► R w R PL 24' PL , /2" RADIus 10 PUE / 37 /W 10 PUE 5' FOR PERMIT PURPOSES ONLY) 37 25' BLUE 10 MIN. 11 REMOVE EXISTING CURB TO LIMITS SHOWN. 10 L.F. 2' 20.5' i 16.625 C/L 18.625 1 18' 18' D 1.5' °° WHITE 8.33X ° >K 3X o°o°c o°o°o° J Z 33 REMOVE DISPOSE OF ACCESS GATE. 1 EA. T T -'--'� ° o o ° o � U. 2% MIN. 2X MIN. REFLECTORtZED SIGN MAX, o C4 o°0000 MAX. us --�C ` J 1�*��� ��� ��\� o� `�\,�,� TP AT CENTERLINE PER PLAN 2 Tff2X Pt.AI�i A MIN. OF 70 SQ. IN. 7 4' MIN. °°°°° N o°°°°°° ;t �✓01441� o ° ° o ° Y_tziIWATIt CBC 11 B-502.6 PARKING o°o°o ° o o°o°a° ONL 2X TC=TP+O• Z 2 T =TP+ U 2X .: - - - - 16 WIDTH/2 0000ouo0°00°00°00°00 O (FOR PERMIT PURPOSES � MiN. 2X 2X � MIN. � \����%��%��%��%�\j�\/\\\,� ONLY O1 CONSTRUCT 12" WIDE PCC EDGE BAND, PER DETAIL "B", ON SHEET 2 AND PER GEOTECHNICAL ENGINEERS - - RECOMMENDATIONS. 67 L. F. �i,,�/��/,\�/,�/; \;\, \,,\,\,,��\/\//\ram\i/\/\/\/\/\/��\�\�� - \�i��///\-\ \/\';/%/�\ 5 SECTION E - E 6 cec 11 B-5o2. s w w /�/i��ir;��iiA,/Z' `````; \/�\ i . . . . . . 4 O2 CONSTRUCT 3 AC PAVEMENT, OVER 4.5 CL. II AGGREGATE BASE (R VALUE=50, TI=6). 129.320 S.F. LOT 'I(' 1 VAN ACCESM w 3 SECTION A - A 3 J CBC 11 B-502.6.2 4" STRIPES AT 36" WHEEL STOPJ BLUE PLANTED CURB CONSTRUCT 6 CURB AND GUTTER, PER CITY OF LA QUINTA STD. DWG. NO. 201 AND NO. 200; AND PER GEOTECHNICAL EMERGENCY ACCESS ROAD �JM > ON CENTER BLUE C.B.C. 1109A.8.2 1 C.B.C. 1109A.8.8 Q ENGINEERS RECOMMENDATIONS. 7,150 L.F. - � $2w PRIVATE ON SITE ROAD (R VALUE=50, TI=6) C.B.C. 1109� 8.5 } CONSTRUCT 6" MEDIAN CURB, PER CITY OF LA QUINTA STD. DWG. NO. 210 AND NO. 200; AND PER GEOTECHNICAL (R VALUE-50, TI-6) \`�� , �, ��, �, NOTE: 06 4 NTSNTS SIGN TO CENTERED AT 80" MIN. FOR $ 4 BLUE STRIPE OR ENGINEERS RECOMMENDATIONS. 195 L.F. 10' PUE PL 35' PL THE INTERIOR END OF FREE STANDING BLUE PAINTED CURB » » » PARKING SPACE » C.B.C. 1109A.8.8 ® CONSTRUCT 6 WEDGE CURB, PER DETAIL A , ON SHEET 2 AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS, 200 L.F. 27' 8' 36 MIN. FOR z ar 10' PUE R/W 37' R/W 5' DESIGNATE FOR WALL MOUNTED 0 4" BLUE STRIPE OR CONSTRUCT 6" WIDE PCC EDGE BAND, PER DETAIL "B", ON SHEET 2 AND PER GEOTECHNICAL ENGINEERS pUE m "VAN ACCESSIBLE" 2X BLUE PAINTED CURB 6 RECOMMENDATIONS. 250 L.F. 37.25 � WHERE APPROPRIATE °° 2X C.B.C. 1109A.8.8 18.625' C/L 18.625' v TO TOP OF DI EC CONSTRUCT CROSS GUTTER AND SPANDREL, PER CITY OF LA QUINTA STD. DWG. NO. 230 AND 231 AND NO. 200; AND , m o WALKING SURFACE �, A DI ECTI N 0 TKfN PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 1,700 S.F. 18 18 U x ao DETAIL F ' PER DETAIL "C" ON SHEET 2 AND PER CITY OF LA QUINTA STD. DWG. NO. 200; u_ U. 2X VPER PLAN 2 PER PLAN 2X o 4" BLUE STRIPE 36"X36" INTERNATIONAL ® AND PERCGEOTECHNICAL ENGINEERS R�RECOMMENDATIONS. 105 L.F. TP ATCENTER N Y MIN. 2z - - - - - - - M� ACCESS LE PARKING G.B.C. 1109A.8.5 AccESSI�LnY CONSTRUCT SIDEWALK (WIDTH PER PLAN), PER CITY OF LA QUINTA STD. DWG. NO. 240 AND NO. 200; AND PER 2X T =T + 2 TC=TP+0.02' 2X \\��\\\ \\;\��\//%//%//%\//%//%\//%//%\//%//%/////%/%/%/%/ ;\//\\/r\/�\\�� STALL SIGNA TAI . COMPLYING V.1 I SECTION WHITE o \ � m � 116-703.7.2.1 IN WHITE g MIN. % 2X MIN. �� . •� . �� . �� . •� . �\ CBC 11 B-502.6 GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 2,550 S.F. _ _ _ 6 I t� ON A BLUE BACKGROUND \/ SECTION F-F 5 NTH PARK C.B.C. 1109A.e.e OCONSTRUCT CURB RAMP, CASE B, PER CITY OF LA QUINTA STD. DWG. N0. 250 AND N0. 200; AND PER GEOTECHNlCAL// 10 ENGINEERS RECOMMENDATIONS 2 EA, /i. /i. /i. /i. /i, /i. /i, /i�/./��/\/i\//.\//,\//.\//.\//.\//�/��/� LOT �I' 3 CONSTRUCT CURB RAMP, CASE F, PER CITY OF LA QUINTA STD. DWG. NO. 250 AND NO. 200; AND PER GEOTECH NICk_ 3 SECTION B - B LOTS 8 AND 9 ACCESS DRIVEWAY w w • g' 8' (VAN 1109A.8.6) g' 11 ENGINEERS RECOMMENDATIONS. 1 EA. PRIVATE ON -SITE ROAD 24 (17 MIN.) NOTE (R VALUNT50, TI=6} SIGN TO BE PLACED IN A C.B.C. 1109A.8.5 5' (CAR 1109A.8.5) C.B.C. 1109A.8.5 1 CONSTRUCT ADA CURB/GUTTER, PER DETAIL "D", ON SHEET 2 AND NO. 200; AND PER GEOTECHNICAL ENGINEERS (R VALUE=50, TI-6) CONSPICUOUS PLACE AT EACH -WITHIN THE ACCESSIBLE PARKING STALL PAINT © RECOMMENDATIONS. 8 L.F. NTS ENTRANCE TO AN OFF-STREET THE WORDS "NO PARKING" IN 12" HIGH PARKING FACILITY OR IMMEDIATELY WHITE LETTERS MINIMUM CONSTRUCT DRIVEWAY (WIDTH PER PLAN), 5' PUE R/W 68' R/W VARIES !M ADJACENT TO ON -SITE PER CITY OF LA QUINTA STD. DWG. NO. 221 (NO SIDEWALK) AND NO. 200; LOT "M" M ACCESSIBLE PARKING AND VISIBLE C.B.C. 1109A.8.5 (CAR) AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 82 EA. NK L�LA� C.B.C. 11 O9A.8.6 (VAN) 68.25' PUE ! FROM EACH PARKING SPACE O14 CONSTRUCT CURB INLET CATCH BASIN NO. 1, PER CITY OF LA QUINTA STD. DWG. NO. 300 (WIDTH AND "H' PER 34•g25' C/L 33.625' z VIM L PLAT LETTERING ON SIGN DETAL E PLAN)AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 7 EA. a ' MUST" BE A MINIMUM ACCESSIBLE PARKM SPACE ST 6 34 33 5, C4 Y OF 1 IN HEIGHT ACCESSIBLE PARKING SPACES PER C.B.C. 1109A O 15 CONSTRUCT GUTTER DEPRESSION FOR CURB INLET CATCH BASIN, CASE C, PER CITY OF LA QUINTA STD. DWG. NO. 330 AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 7 EA. �.� _j 0 TB� w my E SCALE: 1 "=5' N AT 16 INSTALL 4' LONG WHEEL STOP, PER JENSEN PRECAST MODEL 2-48 OR ENGINEER APPROVED EQUAL. 2 EA. TC p p 2 TP 2 l WW T V � APPROPRIATE INFORMATION PER PLAN TC PER P 2% MUST BE INCLUDED ON 1© INSTALL BLUE RAISED PAVEMENT MARKERS (RPM) PER FIRE DEPARTMENT REQUIREMENTS. 12 EA. MIN. 2% 2X MtN. 7i1'I + ++*+ + + + + --------�-__ - -- -- ----- �- SIGN + + + Jim 18 CONSTRUCT 6 WEDGE CURB TO FLUSH TRANSITION, PER DETAIL J , ON SHEET 2 AND PER CITY OF LA QUINTA STD\\�/\\// \\/\\/\\��y\\z\\z�\\��\\��\��\��\��\;/\//\//\//\//\//\//\//\//\//\//\f/\//\\//\\//\\//\\//\\//\\//\\//\\//\\/\\\;�\\\��� + DWG. NO. 200 AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 12 L.F. �� -/�, /�/ \ \i\/��/��/i�// //;//;// // /i�/i�/i�/i�//;//i�/%/��/ //�/��/' g DETAIL C3 + ++ + +* *+ ; + � *+ , *t +* } * + * 9 OR 10 �-- �. �-- .�.. � 3 3 ADA ANTI NAL A DETA�. • .o _ * ++ +* +* + +�+ * +* t + + - • - = }_ °-- + + _ PBUILDING+ - 19 CONSTRUCT VEHICULAR ACCESS GATE, PER LANDSCAPE ARCHITECT'S PLANS AND DETAILS PER SEPARATE : * + + + + * + + + :• _- _�=4-_==� APPROVAL AND PERMIT. 1 EA• ADDITIONAL SIGNAGE PER C.B.C. 1109.8.8 - + + ++ + ++ *+ + + _ _ _ . \�/'.. '^�4 ' •\ ` /!,' y /3. ..+..,.I.' •`..r+�•`+.,ti�... J! ...tip/% ...` ':'\,..�.., •yw�., /�1 S _ E TI N S C O C C T t Y E AT _ ANTIT IM E - Q S TRNOTESU - A � I �► S ING ACC S GN VIA PRE ID10 FOR PERMIT PURPOSES ONLY S - - - _ _ = PLAN' = w R V U E � TI 6 _ AL - Y ( } APPLY THERMOPLASTIC '"STOP LEGEND PER CALTRANS STD. PLAN A24D. 7 EA. 0 NTS =!>>` w f f 2O APPLY THERMOPLASTIC 12 SOLID WHITE LIMIT LINE STRIPE, PER CALTRANS STD. PLAN A24E. 160 L.F. 5 R/W 33 R/W VARIESl LOT "N" LOT "M" _ - -' _ ++ + + + + QINSTALL R 1-1 STOP SIGN WITH STREET NAME SIGN AND SIGN POST, PER MUTCD STANDARDS AND 16.625 C L 16.625 + PER CITY OF LA QUINTA STD. DWG. N0. 500 16 16 - +•�•�� /\\ J , • - ��p .,row,;>. + + + + + * + + + * IN STREET NAME SIGN AND POST PER CITY OF LA QUINTA STD. DWG. NO. 500. 4 EA. STALL ;s� + w PER CALTRANS STD. PLAN A24F. 4 F K.. _ APPLY THERMOPLASTIC 12 BASIC CROSSWALK STRIPE E 6 L � ' 5 TP AT CENTERLINE N / . :,'. SEE PLAN - o \ + / Y Y w w - - TC-TP+O. 6 c� �. - _ - _ -- 2 2 � / - _ \ P AI ON SHEET 2 - \ PARKA SPACES PER DETAIL E _ / ACCESSIBLE PARKING ��` CONSTRUCT 6TC TP 0.06 X 2 2 X - / o 1 / \ \ / MIN. X . ' ;: _ ; PAVEMENT \/ :-: . =:<<_ :=.-t4->~..::, -:. `• \//�% % \ \\/ 7 INSTALL ACCESSIBLE PARKING SIGNAGE, PER DETAIL F , ON SHEET 2. 2 EA. - - - - - - " - ' = , ' : •- .. = ,. _- .: .' , . PAVEMENT INSTALL 12 x 18 REGULATORY SIGN (PARK IN DESIGNATED SPACES ONLY) PER (CA) MUTCD AND `✓ BASE PER DETAIL "G", ON SHEET 2. 1 EA. 3 9 ,.: , ._ • \/\ • ,M SECTION D D - .. -.:. �' '.. - -:... ' 4. _ �:: - '.. � - - •- �: \ \\ / 9 PAINT PARKING STALL STRIPING, PER DETAIL H , ON SHEET 2. 7 EA. _ • • _ �' o VIA PRESIDIO (TAPER) : :•-':•;- INSTALL 12 x 18 , NO PARKING/FIRE LANE SIGN, PER DETAIL i , ON SHEET 2, CONTRACTOR TO (R YALUE=50, TI=6) } \ •- A .- .- • : •:. ._ , : ' _ Q \\\ ; = //\j \\ 10 CONTACT FIRE DEPARTMENT FOR FINAL LOCATIONS. 3 EA. NTS I F -". :. _ -'- i .: ., c,, p•Ac �• '• . ... SUBGRADE \ \.' f \\ / 6 P.C.C. • , \ • . • • /$» e�: \i /\/ CURB AND NOTE TO CONTRACTOR• QUANTITY ESTIMATE TC E =) �� -List •<a ! • - '='' • . • ¢` ` '\B GRADE GUTTER MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, PER PLAN �- -� I-' . \ •'� / / ROADBED WIDTH TO THIS POINT z I I o�= -- ' : , :: � ' ' = - ' • Y . -' ' : , : ' - �` INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY w - \ • , . 4 / �/ TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING INC. SHALL NOT BE RESPONSIBLE FOR ANY NOTE: IF AN EXIST. EXPANSION JOINT wPAVEMENT DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. IS 10' OR LESS AWAY FROM THE 6 1.5m .:'`, ' - - • \/% �// �/ . » DIMENSIONED JOINT, REMOVE 2 a I I I i .���# 'a .\� ; � •: , ..�. •, . / \ \// / SUBGRADE 2 -6 MIN. ATTACH/FASTEN NO INDICATES CALCULATED �- - "- \/\ w EXIST. CURB TO THE EXIST. 3/8" R 2 2 0 =I'� - /�/�/� ,12► 1 PAVEMENT PARKING/FIRE LANE SIGN EXPANSION JOINT IN LIEU CURB LINE ON PLAN -(� _»/\�//�/ 1 " MIN. WITH VANDAL PROOF OF THE SAW CUT. ' 4J" . \ /�/�/\ FLUSH HARDWARE. 6 CURB FACE z BASE 11= . C) \// PAVEMENT _� -_ °}/ ///\ 3/4' R 3/8 LIP _ / W - 5X w R e.. w w = v " a r ff, ��. - •-• pia v ' \l \ - -1:20 - CLASS "C" CONCRETE -�t / /// / NO PARKING/FIRE LANE '� a _ ° ' z SU�RADE CVC 22500.1 SIGN, 1 .601 CU. FT./LF d - - a _ a e dI-_ :_ 6 P.C.C. , ' .-•., _• „ pA REFI_ECTORIZEO 12"X 18" j - • a 9 WITH 3 RED LETTERING 1 CU. Y.D. =16.86 L.F. a it (a►_8. FOR GW CART) SIMILAR TO CA-MUTCD R26FT - - - f I MINIMUM PERMISSIBLE GRADE IS " LEVEL LINE (! (I f (I I (III=) I IIIIIII-I I 1-I I ( I IIIII 0.50% UNLESS SPECIFIC 31.5 3/8w NOTE: APPROVAL IS GIVEN BY THE CITY PLACE SIGN 2' MIN. FROM ENGINEER PRIOR TO DESIGN. TAIL C SECTION G-G 8" Z G� ° CURB OR 5' MIN. FROM 4' WIDE PCC RIBBON GUTTER DETAIL 8% (1• ) X. AQMZGUT R 0 EDGE OF PAVEMENT 6' CURB AND GUTTER DETAIL SCALE: 1"=2' 0 11-4ae•5.8 COUNTERSLOPE)12 4" a . WHERE CURB DOES NOT NTS OCCUR, AT 30-FOOT CITY OF LA QUINTA STD. DWG. NO. 201 �2 7'-8* W ?� a SCALE: 1 -1 O W INTERVALS. (5'-4- FOR GOLF CART) Cn & 2 _ > z e 16" 14 ° 2"X2" SQUARE QWIK PROP 20.5' OR 27' TO EDGE BAND (SEE PLAN) 12" w o o e PUNCH POST INDICATES CALCULATED 6" OR 12" R/W 36" VANDAL PROOF .• :_ : �; : « _ r,, CURB LINE ON PLAN SEE PLAN 24" 12"NOTESs HARDWARE = • `.: _ :=: (BOC) DE AL I ° SLEEVE 1 /2" R 6 y�; �. CONCRETE SHALL BE o �' • • (�') 2 1 INDICATES W 560-C-3250 WITH TYPE _PARKIN STALL STr1w, G DETAM. 9 �` • 4' •. .,• • 5 _ CALCULATED "V CEMENT OR PER CITY r N.T.S. 5�� • • _ (I= I I=I I ( - - TC ELEV 3' R CURB LINE 3 OF LA QUINTA STANDARD :e. ..• _ EXPANSIONI-) R ON PLAN NO 200 ^+ I I o I L ;' } �, .' ;.:. •.: • ...- JOINT o I e (COMPACT DCLASS 11 GTO 95X BASE,EGATE _ 1y4"fi" LIP 2 2. CURB FACE ALIGNMENT ALL SIGN POSTS - • ' • ; '' = -• " RELATIVE COMPACTION). _w R FL ELEV SHALL BE AS SPECIFIED ON let SUBSTITUTE MYLAR TO BE INSTALLED • • • a OVERLAP WHERE IN. - ('} PLANS. ' 6• �4 REBAR, 1 M I (I _ a Xi R : IN 560-C-3250 - . • 1 = a CONCRETE :. - = 3 WEAKENED PLANE JOINT _ _ d .- • .: ; • ' • • , R GRADE NEC ) - - - d _ EVERY 10' O.C. MAINTAIN GUTTER NECESSARY (�• ;�, III I I i III I l I p1FE88� 4�-- a, �r . i I- I I (-I I -I I- e� R a THIS MYLAR IS IDENTICAL TO THE Ems/ ,a: J AND FLOWLINE - III=III=III=III _ ° ° 4. EXPANSION PAPER DigiSafely N _ e• d ••, i ♦ I I -III -III -III I -I I( -III D E r Q Q ^ f 1�1 1 LJ1TtD 1 THE CITY '• a . EXPANSION I-III=1 ! -i -III. ; ,I v9 �a 4 REQUIRED EVERY 50 , AT ENGINEER ON EXCEPT FOR {� �►• DE k4 r '� DIG ALERT DIAL TOLL FREE . • •} JOINT COMPACTED NATIVE SOIL NOTE: CONCRETE SHALLn THE TOPS OF DRIVEWAY X S THE REVISIONS NOTED HEREON.Nr ,,. I�?, �ti FLUSH (95X RELATIVE COMPACTION), gi C43880 m " AND AT ECR'S AND BCR'S. •; u-800-227=G600 JOINT PREPARE ACCORDING TO BE A MINIMUM 32W LB. �, � 37 RECOMMENDATIONS IN PER CITY OF LA QUINTA C43880 AT LEAST TWO DAYS GEOTECHNICAL REPORT. STANDARD NO. 200 BEFORE YOU DIG TA I DETAIL .I (TYP.) DETAIL B (56°-c-325o). ��' c y ti ��� DETAIL A ---- ' WE CURB TO FLUSH TRANSITION 18 'F WEDGE CURB 5 '� y NO PARKNVG POST DETAL 8 WEDGE CU w 2' Q EDGE BAND TAIL OF c►►�.�Fc3�' MSA Copyright r 10 SCALE: 1 =2 * Q OR � All Rights Rsssrved 1 "=10" N.T.S. SCALE: 1 =1 � JULIAN A. DE LA TORRE � � CA1-� UMER©ROUM SERVICE ALERT of souTHERN CALIFo u► No. REvisioNsCoNsuLnNG., " CITY OF LA QUINTA,CALIFORNIAAPPROVED DATE MSA INc ELEV. 28.23 SPARED UI)ER THE DIRECT SUPERVIS ON O R.C.E. NO. SKV&D Y APPROWD L MARKSHEET PLANNDIG ENammam C4388o TRACT NO. 36762 - WATERMARKE 2 1 REVISED CITY SIpi11TLIRE �.Op(, SECtION E-F, LOT 1C' LOT DIES, ADD CONST NOTE ■ �' m I'� ��� LOCATKNV FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. g�,IAT� DRAWN 8 INTERSECTION OF AVENUE 52 AND JEEFERSON STREET F03 /ZIC � � 3. AITAN A. DE L TORRE DATE N0. 1a AND DEMIO NOTE No ON SITE STREET IMPROVEMENT PLAN 342M BD Hops DRIVE ■ RA1�0 MIRAcm ■ CA M70 PER GRADING PLAN BY AMIR ENGINEERS. BRY W. MCKINN , . . DATE ■ 12. /� t8 c"� 8 CITY ENGINEER NOTES, DETAIL AND SECTIONS 8 TzLnpwm (760) 324-9�11 FAx (7�0) 323-?�93 l JAD R.C.E. 49418 EXPIRES 9/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. Si�ETS o' 20' 40' so' 80' SCALE 1 "=20' • :3 V_ _ L 25.00 3 4 L • 2 1 TC 25.57 FL 25.07 1 2 L TC 25.68 1 4 L 4 L 2_� • .. ^ :. -^ FL 25.18 TC 25.81 FL 25.31 1 2 3g 1 Z9 .35 ECR FL 25.44 5 8'Sr 3 ;. 1 TC +38. 72 G8 j 1 FL 226.40 5 so 8.21 . N 12+3312 .• y f FL 26 EVC 2^ Gt� W 25 Z' (0 •� O T N i. 0.NNTC v M UT 12+1,3 26.59 N O -' 12+06 T-�_ dW FL2R PRC FL TC-2 �6.4 7 FL 25.97 EX. SEWER CLEAN OUT (ADJUST TO GRADE) 11 +72.29 BC (� 5' PUE PROP. 30" ' 1 STORM DRAIN +53.11 JOIN TC T. wOw FL LO EX. 6" C&G (PROTECT IN FUT. D.G. PRC TC 6.90 ma FS 6.31 FL 12+ 2Q FL 26 r .82► 12+0 or TC 2S FL 2Q T 26.94 FS 26.41 F(; 25 41 S.4 '�R �• r.. co 44/ 044C 47 �" � Z Q. 12 xv,, TC 26.46 FL 25.96 11 +70.24 TC 26.38 FL 25.88 0 N N 0� a q^ :. EX. 6" C&G EX. BLOCK A: (PROTECT IN WALL TRAIL 1Ui ,o Ln PLAC Z,= t: • '- n o E) -...x..._._- N N W &6 EX. N Go N GATE 6 uj 10 -' a- �� .� BLDG. N N EX. FH H W EX. BLOCK TC 26.05 EX. 6" !� a 11 1 FL 25.51 P . P/L EX. 18 X o r s S/w LOT Q 0 STORM W v ~' N Fv. DRAIN -- �_ • sD �� �� WATER F __- .--._.• SD-� � 2 .21 �7_ � ..a � � FEATURE .._ CO EX. �^ W EX. N°} ' Z WATE �ci _, CURB E-- PR�?P.. ...._ FEATURE N �� MEDIAN 4 �� / N .- 'OT wPw -1 w V) EX. 18 co 0 N N WATER -- - ------ ----- LINEILL.-- - ------------ v � -- EX. R/W - 1R� EX. R/W ,� __ _____.__._ ___ w IN , ._._____.._. _._ .._._. _ J a____ w in C4 `n °' EX. 8" SEWER EX. 18" WATER N N LINE __ _ s S F- U- _ _._ _..._........._ _..._. _. _,._ . AVENUE 52 10+00.00 VIA PERSIDIO EX. 6" MEDIAN (EXISTNG M11 PROVEMENTS) 103+56.75 AVENUE 52 CURB t ......_.. 1 00-- .. 0 `� 104+o� VIA PERSIDIO ITI N NOTES a REMOVE EXISTING CURB TO LIMITS SHOWN. 2 aEMQYE, SALVAQE AND REPLACE EXISTING XAVERS TO LIMITS SHOWN. 3 REMOVE AND DISPOSE OF EXISTING ACCESS GATE. CONSTRUCTION NOTES 0 1 CONSTRUCT 12" WIDE PCC EDGE BAND, PER DETAIL "B", ON SHEET 2 AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. O2 CONSTRUCT 3" AC PAVEMENT, OVER 4.5" CL. II AGGREGATE BASE (R VALUE=50, 1I=6). CONSTRUCT 6" CURB AND GUTTER, PER CITY OF LA QUINTA STD. DWG. NO. 201 AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. O5 CONSTRUCT 6" WEDGE CURB, PER DETAIL "A", ON SHEET 2 AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 0 6 CONSTRUCT 6" WIDE PCC EDGE BAND, PER DETAIL "B", ON SHEET 2 AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. O7 CONSTRUCT CROSS GUTTER AND SPANDREL, PER CITY OF LA QUINTA STD. DWG. NO. 230 AND 231 AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. O8 CONSTRUCT 4' WIDE RIBBON GUTTER, PER DETAIL "C", ON SHEET 2 AND PER CITY OF LA QUINTA STD. DWG. NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. O9 CONSTRUCT SIDEWALK (WIDTH PER PLAN), PER CITY OF LA QUINTA STD. DWG. NO. 240 AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. CONSTRUCT CURB RAMP, CASE F, PER CITY OF LA QUINTA STD. DWG. NO. 250 AND NO. 200; 11 AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 0 CONSTRUCT ADA CURB/GUTTER, PER DETAIL "D", ON SHEET 2 AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 1 CONSTRUCT DRIVEWAY (WIDTH PER PLAN), PER CITY OF LA QUINTA STD. DWG. NO. 221 (NO SIDEWALK) AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 1© INSTALL BLUE RAISED PAVEMENT MARKERS (RPM) PER FIRE DEPARTMENT REQUIREMENTS. ®1 CONSTRUCT 6" WEDGE CURB TO FLUSH TRANSITION, PER DETAIL "J", ON SHEET 2 AND PER CITY OF LA QUINTA STD DWG. NO. 200 AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 19 CONSTRUCT VEHICULAR ACCESS GATE, PER LANDSCAPE ARCHITECT'S PLANS AND DETAILS. PER SEPARATE BUILDING APPROVAL AND PERMIT. SIGNAGE AND STRIPING NOTES �1 APPLY THERMOPLASTIC "STOP" LEGEND, PER CALTRANS STD. PLAN A24D. 20 APPLY THERMOPLASTIC 12" SOLID WHITE LIMIT LINE STRIPE, PER CAL -TRANS STD. PLAN A24E. C�3 INSTALL R1-1 STOP SIGN WITH STREET NAME SIGN AND SIGN POST, PER MUTCD STANDARDS AND PER CITY OF LA QUINTA STD. DWG. NO.500. 10 INSTALL 12"x18 "NO PARKING/FIRE LANE" SIGN, PER DETAIL "I", ON SHEET 2. CONTRACTOR TO CONTACT FIRE DEPARTMENT FOR FINAL LOCATIONS. CURVE DATA NO. DELTA RADIUS LENGTH TANGENT C1 08'06 51 300.00' 42.49' 21.28' C2 56'20 39 15.00 14.75 8.03 C3 49045 44 30.50' 26.49' 14.15' C4 95.55 00 20.03 33.53 22.21 C5 4T35 38 15.00 12.46 6.61' C6 55`0715 30.50' 29.34 15.92' C7 96' 10 35 20.00 33.56 22.28 C8 39-57 44 20.00 9 113.95'7.27 C9 2736 57 15.00' 5.92' 3.00 LM DATA NO. BEARING LENGTH L1 N OO" 08'57 W 170.63 L2 IN 0757'54 E 96.15' L3 N 00'08'57 W 19.36' L4 N 0751 53 E 64.68 IF L5 N W08 57 W 30.07 L6 N 07" 57'02 E 59.12' L7 N 86'32 24 W 24.50 L8 N 03'27'36 E 103.28' L9 N 43'25'20 E L10 N 03'27 36 E 95.28 L11 N 89*47'23w E 102.81' L12 IN 89047 23 E 98.44 L13 IN BW4723 E 4.38' VIA SAN MATEO SEE OHM 4 LOT "I• LOTS 8 AND 9 ACCESS DRIVEWAY (CONST. PHASE 2) ORN OR 20'• :• :• SEE OFF -BITE STREET PLANS - VIA SANTERO 26.17' ! 1 SEE BiBBrT 7 0EXI�TING N � 20' ACCE 1 .r•. M NN I GA i 32 MM � N 31 � 1 � L1I 141OX,. . PROP. 2 f 1 C _ M1'f • 2 , y qw • +w• 5 N N N N 10 N ^ iA N �� NN 1 { N N N N 33 r-- -- - P 35 t �} CAUTION VIA SANTERO EXISTING GAS LINE SEE SHEET 7 (PROTECT IN PLACE) �EFFERSON TI�EET I ( BEE OFF -BITE 8 M!ET PLANS i LOT •K• J JJ RESIDENCE EGRESS AND - EMERGENCY ACCESS ROADMOW% 6mmemEN9 tioR � OR 20' Q9 wo MR SCALE 1'=20' (CONST. PHASE 1) 1st SUBSTITUTE MYLAR (PRIVATE STREET) tOEssi THIS MYLAR IS IDENTICAL TO THE Ems/ Digisafely N. DE L4 r MYLAR APPROVED UY THE CITY CD v °' � ENGINEER ON EXCEPT FOR + ►►• DE L4 .p, DIG THE REVISIONS NOTED HEREON.DIAL TOLL FREE @ C43880 m 1 ------ 1-800-227-2600 � C43880 � AT LEAST TWO DAYS ' BEFORE YOU DIG 4P�7r Copyright 2015 ��' c / OF �t►o", MSA Cniting, Inc. ��' Y UNDERGROUNDUNDERGROUNDSEMICE AUSIT of SOUTHERN CALIFORNIAff Rights Reserved ORNIA J LIAN A. DE LA TORRE OF CA1 NO. RE IS I 0 N S APPROVED DATE MSA CONSULnNG, PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DLS��EDif=OSPROVED BY C� Y L U A INC.jl�l BENCH ELEV. 28.23 CITY OF LA QUINTA,CALIFORNIA STET MARK 3 3 FOS 1 REIASED CiCITYS116NRTURE BLOCK. LOT 'K" LOT LNES AND DRNEMr11Y ON ,Ef PERSON 5TItEET PLANNM ■ Qvu. ENGoa>amw ■ LmD Sv>Iw ym LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. BEAC43880 T DRAWN BY TRACT NO. 36762 - WATERMARKE INTERSECTION OF AVENUE 52 AND JEEFERSON STREET rAN A. DE A T DATE ADO DEMO NOTE NO. 3 AND CONST NOTE NO. 19 ` 342M gas Hope DRm ■ Rio MmAm ■ CA 9227Q PER GRADING PLAN BY AMR ENGINEERS. P.E. DATE � ON SITE STREET IMPROVEMENT PLAN T Ne 760 320-91M ■ g� 760 323-7893 12 3 ►$ CHECKEDCITYENGINEER N W. MCKIN VIA PERSIDIO - 10+00.00 TO 13+09.27 /LOT •I• /LOT •K• 8 JAD R.C.E. 49418 EXPIRES 9/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 /4 OF SEC. 5. T. 6 SOUTH. R. 7 EAST. S.H.M. SETS 27 26 25 24 23 27 26 25 24 23 27 26 25 24 23 L=55.44' CURB RETURN L=32.46' m c� of U U w C w �O r'0000 0 00 OCOU) (oN �0 �I� (6 r� )N.+N +Nd J�Jr`Jr, N N N NN �U U() O N -I-N OUrU �� ��T���MF- mH o+U r r ~ w I,- 0.50% 0.56% 0.70% PROPOSED TOP OF 6"" CURB - 18.13' WEST OF CENTERLINE m 0 m m U mIN, 0 C) w 00 n r' n Z o m oo. cc6 (00• N N N to LO UNN + o+ 0- O a r- O r _j0 0.45% 0.53% mm EXISTING GRADE AT CENTERLINE 50' VC LOC EL = 25.75 1.63U M O ul to Z� co rn 0 00 00 00 Ui to m U-)U-)N N NU004ofN0 U �U>JUUU�� F- -I F- :2U F- CO F- 0.70% N 0 J (p N N U - H LOC=78.33' LOC= 10.26' .t o0 N M (o cD N U N Of w 0E- 0 (p 10 ui L6 Lo N IJi. N N N U- N U- r LOC=50.57' I LOC= I LOC=53.51' 17.51 ' �i< oQ U > co 0 0 O O CO OM 0 000 d Co w O 00 O N + N+ O N + rM� 0_ CL PROPOSED TOP OF PAVEMENT AT CENTERLINE CURB RETURN L=30.85 m m c� U m w m r r, 00 0 o (0 �r � 00 w M Mto tn00C6 OON �NJN + JNJN N 't of N +N+N OU 00-0 NFU-�H�-HrO'-WF- 0.50% TAN= PROPOSED TOP OF 6'" CURB D.s6% 18.13' EAST OF CENTERLINE 27 26 25 24 23 27 26 25 24 23 27 26 25 24 23 SARRIA. .CORTE 10+00 11+00 12+00 VIA TAPIS SEE SHEET 5 5' 3 , 10' r 16.79' 3 89' r U 6? w U fi8 U PU 18. 1 .5' PUE 66 w m w ' w �rrn =-11 Z �, -z,� 18 �81 22 3 om ao --� T �rn ao ^ 00 .� .� v NN r cL w o ' r tD r\ (o m F- tL 17 NN N oCL Q Oy NN �W + +� ©LLJO NN U 1 �t W�tL II �� O�LL_ 1H 3 rfl' �H� I CL i' tC 3 Xrm j GtK S.0 - �n 1 :;•. 1 1 +84.66 CORTE SARRIA LOT '?Llr ° 0o 13+66.09 VIA TAPIS + 10+00.00 CORTE SARRIA _ N L3 to _ 1 8 TP 27.30 TP 26.40 L1 23 PROP. 18 17 G _ TIP 00 I STORM DRAIN O 3 - 14 15 C+78.33' ,�j /W 9/ C10 L6 c CL CB NO. 3C TC 25.84 py PRC m 8 '' TC 26.38 w in Z) (� FL ''5.OW1 s FL 25.88 '� a v 3 PROP. 18" W 4 '�� 9' ECR ,`�� 00i� ao0o� m STORM DRAIN H=6.73 TC 2 86 TC 26.24 00 Nc` j coI10 T� FL 25.74 o U J+ N N 0o ri N (o TIC26 136 ♦ TC 26.35 `- f-w c? �� + NN CN 24 o �° �--' TP 25.85 UJ w TP 25. 1 cv 65 T - F- w s; TC 26. 4 f �^`' _;,;... e TC 26.68 TP 25. 4 =`' =i s` - �; `' TP 26.18 ,. 9 V , :, , �.. �4 to TAPtS 9 2 SEE BEET 5 . LOT "L" SEE ADA PARKING RTE DETAIL BELOW RIGHT ARRIA PROP. 18" 1 STORM DRAIN ! 0' 40' 80, 120' 160' SCALE 1 "=40' Dig Safely DIG ALERT DIAL TOLL FREE TA 1-800-227-2600 AT LEAST TWO DAYS o BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO. REVISIONS 1 REVISED CITY SIGNATURE BLOCK AND REVISED TRUNCATED DOMES ON RAMP LANDING, ADDED ADA VAN PAKING STALL AND ADA PARKING DETAIL LINE DATA NO. BEARING LENGTH L1 N 02'54'27" E 88.89' L2 N 86'06'02" E 20.00' L3 N 03'5358" W 55.44' L4 N 03'53'58" W 55,44' L5 N 02'54'27" E 48.84' L6 N 02'54'27" E 52.69' L7 N 60' 2855" E 17.1 1 ' L8 N 51'40'04" W 17.11' L9 N 01'31'07" E 17.00' L10 N 88'2853" W 40.40' L11 N 03'24'20" E 71:770:177'71 APPROVED I DATE (PRIVATE STREET) t` l 1 TC 26.34 TP 25.84 oR 0' 10' 20' 40 30 ' ' � t, SCALE 1 "=10, MSACONSULTING, INC. PLAmwo ■ CIVIL ENGwEmn4o ■ LAND SURVEywo 34200 BOB HOPE DRIVE ■ RANCIio MIRAGE ■ CA 92270 TELEPHONE (760) 320-9811 ■ FAx (760) 323-7893 SCALES: 1 " = 40' HOR 1 " = 4' VER CONSTRUCTION NOTES Q CONSTRUCT 3" AC PAVEMENT, OVER 4.5" CL. 11 AGGREGATE BASE (R VALUE=50, TI=6). OCONSTRUCT 6" CURB AND GUTTER, PER CITY OF LA QUINTA STD. DWG. NO. 201 AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. CONSTRUCT 6" MEDIAN CURB, PER CITY OF LA QUINTA STD. DWG. NO. 210 AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 0 8 CONSTRUCT 4' WIDE RIBBON GUTTER, PER DETAIL "C", ON SHEET 2 AND PER CITY OF LA QUINTA STD. DWG. NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 0 9 CONSTRUCT SIDEWALK (WIDTH PER PLAN), PER CITY OF LA QUINTA STD. DWG. NO. 240 AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 10 CONSTRUCT CURB RAMP, CASE B, PER CITY OF LA QUINTA STD. DWG. NO. 250 AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. CONSTRUCT DRIVEWAY (WIDTH PER PLAN), PER CITY OF LA QUINTA STD. DWG. NO. 221 (NO SIDEWALK) AND NO. 200; 13 AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. CONSTRUCT CURB INLET CATCH BASIN NO. 1, PER CITY OF LA QUINTA STD. DWG. NO. 300 (WIDTH AND "H" PER 14 PLAN)AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 15 CONSTRUCT GUTTER DEPRESSION FOR CURB INLET CATCH BASIN, CASE C, PER CITY OF LA QUINTA STD. DWG. NO. 330 AND NO. 200; AND PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. 17 INSTALL BLUE RAISED PAVEMENT MARKERS (RPM) PER FIRE DEPARTMENT REQUIREMENTS. rt TC 2K.45, I FS 26.45 1 M ro 00) O (o00 0 CF 00 O'I- to to N N to to N N uj ui (66 N N ' N N ---m 00 9 Fv a 10 tv- F- 5 I ..lnto - = ::.... - . N N U F . . I g L10 0.50% _: 4 M 1 C16 0.590 _ 9 I Ln N 7 tri n U) 0- ° N N _6. _ cr U :: a� O a N tf) to N N U c0ui I -- --..-� r 2 i�_. `Q Nh Q9 . +/ ��/�J r' lf3 r- U� J r :f trj , 00 ���L(___7 Vy �/� y} d U J '- F-ti :. .0 4 :- M t_ . N 9 PA NON ' , -to tn:. :-cv ev �- F- La_ % ° 8 : `Fv- : `5 n. _ 3 8 .36 SIGNAGE AND STRIPING NOTES DETAIL 3.01 ONI>fa 0.51 10 APPLY THERMOPLASTIC "STOP" LEGEND, PER CALTRANS STD. PLAN A24D. NVA cj 2 O APPLY THERMOPLASTIC 12" SOLID WHITE LIMIT LINE STRIPE, PER CALTRANS STD. PLAN A24E. INSTALL R1-1 STOP SIGN WITH STREET NAME SIGN AND SIGN POST, PER MUTCD STANDARDS 26 6 AND PER CITY OF LA QUINTA STD. DWG. NO. 500.. TP 85 C 2 8 4 �6 CONSTRUCT ACCESSIBLE PARKING SPACES, PER DETAIL "E", ON SHEET 2. T 8TC25.91 TC26.5 5' TP 25.91 TP 25. 5 INSTALL ACCESSIBLE PARKING SIGNAGE, PER DETAIL "F", ON SHEET 2. 10 0�p% ° _ @9 PAINT PARKING STALL STRIPING, PER DETAIL "H", ON SHEET 2. 7; j S9r. ° °`°; 1 p°Op4pp0p000 'j ° p0° .66/O�o �poppo°oo . - �y►_� �_fi7_, V. ...5 . - o. L.=7 QROFESS/pro q TC 26.48 7 9 �Q�O p• DE 44 � F� FS 25.98 TC 26.51 TC 26.54 ��' To V co FS 26.01 FS 26.54 Jv 99 Z umC43880 ADA PARKING DETAIL 46, O O Copyright 2015 OF I \ MSA C It' 1 CURVE DATA NO. DELTA RADIUS LENGTH TANGENT Cl 39'40'31" 86.83' 60.13' 31.33' C2 06'48'25" 300.00' 35.64' 17.84' C3 06'48'25" 318.00' 37.78' 18.91' C4 93'00' 14" 20.00' 32.46' 21.08' C5 1 18*06'31 " 38.00' 78.33' 63.38' C6 15'27'49" 38.00' 10.26' 5.16' C7 76' 14'33" 38.00' S0.57' 29.82' C8 26'24'09" 38.00' 17.51' 8.91' C9 60'42'22" 50.50' 53.51' 29.57' C 10 02' 19' 05" 282.00' 1 1.41 ' 5.71 ' C 1 1 88'22'32" 20.00' 30.85' 19.44' C 12 85' 48' 14" 3.00' 4.49' 2.79' C13 67'51'01" 58.00' 68.68' 39.01' C 14 85'48' 14" 3.00' 4.49' 2.79' C15 90'00'00" 3.00' 4.71' 3.00' C 16 01'53' 13" 413.00' 13.60' 6.80' C17 89'33'57" 3.00' 4.69' 2.98' R 0' 10' 20' 30' 40' "6^ 6� SCALE 1 "=10' 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTTO MYLAR APPROVED BYI CAL THE CITYHE Q410FESS/pNq` ENGINEER ON 12 17 15 EXCEPT FOR �Q� a. DE 44 THE REVISIONS NOTED HEREON. x 1 ,ca o C43880 m Cp onsu ing, nc. All Rights Reserved �p � �F 1 CALF JULIAN A. DE LA TORRE _01- BENCH ELEV. 28.23SHEET PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA,CALIFORNIAMARK _ C43880 DLS/FOS 8 LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. DRAWN BY/ SIGNATURE TRACT NO. 36762 - WATERMARKE INTERSECTION OF PER GRADING PLANVBYUAM R2 AND ENGINEERS RSON STREET FOS ��� ON -SITE STREET IMPROVEMENT PLAN OF JULIAN A. DE LA TORRE DATE r' Jjr!%/a BRYA W. CITY ENGINEER INN E. DATE CORTE SARRIA - 10+00.00 TO 11+84.66 8 CHECKED BY l JAD R.C.E. 49418 EXPIRES 9/30/20 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 /4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS oNsTtot bwo nooy