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PG2016-0007, PG2018-0009.. ......... CONSTRUCTION NOTES QUANTITY ESTIMATE 23 (FOR PERMIT PURPOSES ONLY 8 TW PER PLAN 41 MIN* CONSTRUCT 3" AC PAVEMENT OVER 4.5" CLASS 11 AGGREGATE BASE. 3,837 S.F. O 2 o WIDTH/2 CONSTRUCT 4" THICK P.C.C. SIDEWALK. 784 S.F. 0 0 .0 .00000",�,,8 0 0 D 0 0 0000 0 0 00 - 0 000000 0 CONSTRUCT 4" THICK COLORED P.C.C. WALKWAY. 0 0 0 000 00000 0 D 0 9 0 000000000000060600000000000 SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR. 530 S.F. 0< 000000()000c)00000o00/ cl�m 00 0 000000- 0000000000o 0 04 000 0 0 00 00000000000000 000000000 00000 000 0 CONSTRUCT BRICK PAVING WALKWAY. 24 0 OD00000C)DO 000 0 00000 105 S.F. 0 000 00DOO D 0 0 00000000 SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. 020 CONSTRUCT BRICK PAVING WALK WITH TILE INSERTS. 120 S.F. it SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. CONSTRUCT 6" THICK COLORED P.C.C. DRIVEWAY. SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR. 6300 S.F. z 4" STRIPES AT 36"--,, WHEEL STOP INSTALL DECORATIVE STEPPING STONES. 14 EA. ON CENTER (BLUE) C.B.C. 1109A.8.2 SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR. 0 C.B.C. 1109A.8.5 P/L CONSTRUCT 6' HIGH SLUMP BLOCK WALL PER SEPARATE PERMIT. 4- 06 TW (SEE PLAN SIDEYARD WALL: SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. ___1 79 L.F. 0; 4" BLUE STRIPE OR 8"x8"x1 6" PRECISION 0 BLOCK GARDEN WALL CONSTRUCT 5.5' HIGH PRECISION BLOCK WALL PER SEPARATE PERMIT. I < I BLUE PAINTED CURB < C.B.C. 1109A.8.8 FG PER PLAN < . / SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR. 354 L.F. 4" BLUE STRIPE OR w 2% MAX BLUE PAINTED CURB V OWLINE AT WALL 00 < % MAX11 C.B.0 CONSTRUCT SEAT WALL PER SEPARATE PERMIT. NOT USED N/A WALL FOOTING SWALE FIL > 1109A.8.8 SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR. 48 L.F. TF PER PLANJ PER PLAN. OMIT ONE ANY DIRECTION ANY DIRECTION 10 BLOCK TO PROVIDE LO INSTALL 8' HIGH VINYL SCREEN FENCE. OUTLET FOR YARD 06 LO 12 34 L.F. -1i SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. DRAINAGE. Im 4" BLUE STRIPE 36"X36" INTERNATIONAL INSTALL 5.5' HIGH VINYL SCREEN FENCE. DETAIL A C.B.C. 1109A.8.5 SYMBOL OF ACCESSIBILITY 13 SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. 38 L.F. COMPLYING WITH SECTION PAD ELEV FINISHED 204 L.F. TYPICAL SIDE YARD (RETURN) 11B-703.7.2.1 IN WHITE 2i (HIGH SIDE) FLOOR 14 IN TRAP FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. C6 NO 3 EA. ON A BLUE BACKGROUND PAD ELEV 7 15 INSTALL 4' WIDE VINYL GATE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. WALL OPENING DETAIL NO C.B.C. 1109A.8.8 FINISHED N.T.S. (LOW SIDE) 0 0 TO 2 EA. lg FLOOR T/\ INSTALL MAINTENANCE GATE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. q� OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 2. 3 EA. 18 13 LA. 27. 7-, 0.3 INSTALL AREA DRAIN PER DETAIL B ON SHEET 2. 9' MIN. 8' (VAN 1109A.8.6) 9' MIN. \x 209-P, 19 mi 6 EA. C.B.C. 1109A.8.5 5' (CAR 1109A.8.5) C.B.C. 1109A.8.5 TF (SEE PLAN) INSTALL BUBBLER SYSTEM PER DETAIL C ON SHEET 2. HARDSCAPE AREAS: 12-0 X INSTALL 4- PVC (SDR-35) PIPE AT 0.5% MIN. SLOPE. 585 L.F. ROUND METAL GRATE PER -WITHIN THE ACCESSIBLE PARKING STALL 0.321 , Is N, 63 L.F. LANDSCAPE ARCHITECT PAINT THE WORDS "NO PARKING" IN 12" MIN PAINT PARKING STALL STRIPING PER DETAIL D ON SHEET 2. PLANS. HIGH WHITE LETTERS MINIMUM 1(9 PAINT ACCESSIBLE PARKING SPACE STRIPING PER DETAIL E ON SHEET 2. 1 EA. TOG LANDSCAPE AREAS: NDS NO. C.B.C. 1109A.8.5 (CAR) �9 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE PER DETAIL F ON SHEET 2. 2 EA. �_SEE PLAN) 6*p 14 ROUND GRATE OR C.B.C. 1109A.8.6 (VAN) INSTALL JENSEN PRECAST MODEL S-48 WHEEL STOP OR APPROVED EQUAL. 6 EA. APPROVED EQUAL. DETAIL E SECTION A -A 0.57. MIN 0.5% MIN. ACCESSIBLE PARKING SPACE STRIPING INSTALL ARMOR -TILE CAST -IN -PLACE TRUNCATED DOMES OR APPROVED EQUAL. GC22) TYPICAL SIDE YARD SECTION SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR. 32 S.F. ACCESSIBLE PARKING SPACES PER C.B.C. 1109A (PAD ELEVATIONS DO NOT EXCEED CONSTRUCT EXTENDED FOOTING PER ARCHITECT'S ENGINEER'S PLAN. SCALE: 1"=5' 1' VERTICAL DIFFERENTIAL) SEE DETAIL G ON SHEET 2 FOR REFERENCE. 48 L.F. z REDUCER IF REQUIRED N.T.S. 1 EA. INSTALL ADA SITE ENTRANCE SIGNAGE PER DETAIL H ON SHEET 2. PIPE RISER PfL TW PER PLASTIC ELBOW PLAN PLASTIC TEE /F EARTHWORK ESTIMATE RAW CUT 300 CY INV 1/2" RADIUS RAW FILL 300 CY 20 (SEE PLANT (ASSUMED 75 CUBIC YARDS EXCAVATION PER LOT) DETAIL B BLUE NOTE TO CONTRACTOR t QUANTITY ESTIMATE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, AREA DRAIN DETAIL EXISTING BLOCK WALL, N.T.S. WHITE INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY REFLECTORIZED SIGN DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. A MIN. OF 70 SQ. IN. 9" SQUARE DRAIN (OPEN C.B.C. 1109A.8.8 PARKING SIGNING AND STRIPING NOTES BOTTOM) OR APPROVED ONLY 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING EQUAL WITH STD. H-20 PLANS. TOG RATED GRATE C.B.C. 1109A.8.8 VARIES 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL I I TC SEE PLAN % MIN VAN ACCESSIBLE 2% MINIMUM SLOPE PUBLISHED BY FHWA. (SEE PLAN 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF C.B.C. 1109A.8.8 WITHIN 3 FT, OF HOUSE EXISTING LA QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. x N MINIMUM FL (SEE PLAN) FG-PE GROUND 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS FINE $250 OR 2% MIN* 1 % MIN (SEE PLAN) A �n ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FOR CITY ENGINEER. 5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO -4 20 NOTES1 INV 80" MIN. FOR SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE 1 . SIGNS TO BE CENTERED FREE STANDING SHALL BE A MINIMUM OF 7 DAYS BETWEEN THE APPLICATION OF THE FIRST AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING SEE PLAN) 1=j AT THE INTERIOR END ETC., PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. C%4 EMOVABLE GEOTEXTILE FABRIC 36" MIN. FOR /\/\Y/l DUAL STRIPED PARKING STALLS WITH RADIUS ENDS, LEGENDS, > OF PARKING SPACE 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPROVED BY CITY ENGINEER. FOR EASIER CLEANING WALL MOUNTED "TO 2. DESIGNATE FOR "VAN 7. WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL 3/8 3/4- WASHED ROCK ACCESSIBLE" WHERE USE CENTERLINE CONTROL POINTS ON 50 FOOT CENTERS - I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED 12"X12"X12" THICK TO TOP OF SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. 12" GEOTEXTILE FABRIC APPROPRIATE WALKING SURFACE 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OF CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE DETAIL C DETAIL F SECTION B-B LINES FOR BLACKOUT/REMOVAL AND SLURRY SEAL SHALL BE UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. BUBBLER SYSTEM 8 ACCESSIBLE PARKING TYPICAL REAR YARD SECTION 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY (SPEE-D BASIN) STALL SIGNAGE DETAILg N.T.S. TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR N.T.S. C.B.C. 1109A.8.8 HIGH -POWER VACUUM. N.T.S. 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT. 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS", AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL 99 BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. 1 1 12. PER GOVERNMENT CODE SECTION 4216, IF WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE r-11 24" (17 MIN. INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION V) WHITE PAINT z NOTE NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. FF (SEE PLAN) 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY Z Z SIGN TO BE PLACED IN A CONSPICUOUS V) 0 8" Z_ 4 4 1 PLACE AT EACH ENTRANCE TO AN OFF-STREET ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 00 PE (SEE PLAN) 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD 0 C; ME LKALM110111IRM VEHCM PARM PARKING FACILITY OR IMMEDIATELY ADJACENT of 0 a- 0,-, _4 N DESMTED ACCESSW TO ON -SITE ACCESSIBLE PARKING AND VISIBLE POSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE 4 U_ 0 TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER. U_ C z SPACES NDT DISPLAYM FROM EACH PARKING SPACE Uj W_ �- DISINSASHNG PLACARDS OR �-:D o 1 �- -4 z PLATESKOO 0 LETTERING ON SIGN V) LL_ 0 Z) FOR PON= WffH DBABILM 0 CK ry L.L_ MUST BE A MINIMUM 1611 < r- 0 WLL BE TOWED AWAY z: W Zg 04 AT THE OWNME3WVS OF 1 IN HEIGHT LLJ CN LLJ N 0 z CL w TOWED VEHMES MAY BE 12" Uj (n N, 0 RECLAIM AT LL_ 04 Crry HALL comawry Pmm ffm 780 CALLE TAWM U 0114 CA IM DETAIL D 1C) OR BY THHHOM PARKING STALL STRIPING DETAILQD N.T.S. DETAIL G DETAIL H EXTENDED FOOTING DETAIL ADA SITE ENTRANCE SIGNAGE DETAIL<27 N.T.S. ADDITIONAL SIGNAGE PER C.B.C. 1109.8.8 SCALE: 1 "=1' 31 LO co 3 6 3 1st SUBSTITUTE MYLAR FS FS 2% 2% - vOESS/o -ESS/pN 7•THIS MYLAR IS IDENTICAL TO THE -4 177 MYLAR APPROVED BY THE CITY X x /X /X DE 44 t-*1 DE 44 ENGINEER ON 3Z29Z16. EXCEPT FOR 0 GO THE REVISIONS NOTED HEREON. co C43880 m cc M LU C43880 m Dig Alert GARAGE STOOP PATIO DIAL TOLL FREE (�x 0 d)x V 0 it V 1-800-227-2600 @ Copyright 2018 CONCRETE LANDINGS 46� O.0 CAL\�- MSA Consulting, Inc. 1 OF C A,\� AT LEAST TWO DAYS All Rights Reserved JULIAN A. DE LA TORRE BEFORE YOU DIG u. BRA?, BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B, APPROVED BY CITY OF LA OUINTA CITY OF LA QUINTA, CALIFORNIA HE NO. ELEV. 28.23 SAW C43880 DRAWN BY TRACT NO. 36762 FLORESTA 2 APPROVED DATEo PLANmNo 0 Cwm ENGRUMUUNG E LAND SURVIBYWO LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. OF REVISIONS MSA CONSULTING, INC. MARK SIGNATURE C) > ( C) .z k RKII G 7 REVISED CITY SIGNATURE BLOCK, REVISED QUANTITIES FOR UPDATED FOOTPRINTS 17W% DATE SAW INTERSECTION OF AVENUE 52 AND JEEFERSON STREET 101ZIf? MODEL COMPLEX PRECISE GRADING PLAN LOTS 43-45 JULIAN A. DE LA TORRE PER GRADING PLAN BY AMIR ENGINEERS. B��N W.`MCKINNEf,� 'PE. DATE 3 fe 34200 BOB HOPE DRIVE RANCHO MIRAGE 0 CA 92270 1A4 1118 CHECKED BY CITY ENGINEER QUANTITIES AND DETAILS ]FORTY YEARSTELEPHONE(760) 320-98U 0 FAx (700) 323-7893 PRS R.C.E. 49418 EXPIRES 9/30/18 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS TIC 25.49 ,, AND CURB UTTER FL 25.49 ` �` `� EX. STORM DRAIN LINE- TC 25.92 HP 19 S - - - W FL 25.42 p SD M PO ECR (T DRIVEWAY SD Oq S ,A SAN � I W .- (TYPICAL) 10 P.U.E. N c� �` Ma �`�O " T_ �-- SD - - - - - v o > SD - o00401 0000 � 0000000000C ""�� s --, - - - o000000000000 �� -... C 1 F- F- Z _ - - °o °o°o°ao 000° 0.54� EX. WATER LINE 0000000000000 aaacaaa000-0 14 �-- _ W aoaoaaa00 00C W I aaoeaaeaaaoaa FS 26.01 "" -- --- SD 000000000000c /^ 00 000000000aoo FS 5.9 S aaanaaaoa 2 9 i- _, TC 25.69 '� S 4 TIC 25.63 Sp � do `�° LO N c� FS 25.82 0 FL 25.13 N N a S _ N E I N N LO o �1 / J N 19 o FS 25.73 0 54 ° 2 ��- � m o z N Ui N N S EX. SEWER LINE S TW 33.10 ° �� ,.� cv cn �..,�.a r FG 27.10 S 1 _ � � 2 � � �� co coo FS 25. 9 L 1 ro TF 26.60 �� ' N N 4 �o N N 6 5 ••- I. J w . *..; KT o FS 25. o C 1. S S FS 26.33 FS 26.55 -- -- _ __- o �y �t : µ .. O z FS 26.41 4.19% FS 26.0 _ 19 19 EC 50� GFS 26.29 FS 26.21 I 79 L20 FS 26.45 in d 'F 26.1 o FS 26., N f ! �� TC 25.61 2 � N N ,n o 0, ..�'".i L15 „ cv FS 26.11 o c� _ EX. CURB n as . 26.06 -" -" AND GUTTER 16 N f 2.00X FS 26.55 `' .... , 0 TIC 25.63 14 N N N 10' P.U.E. 16 'T TIC 26.04 FS 26.53 FS 26.63 5 - .... ; 509 c� 19 AV 24• --,' fL 25.54 i - 90 ca -- �--- r > c� > EX. DRIVEWAY • .t .,, N 1 OZ ,0Z BCR ' f 6 \ w �� �r _ F- f- TYPICAL > io be, FS 26.32 p 1 Cf3 - Z Q FS 26.36 FS 26.40 8.1 fi6 24.13 FS 26.2 0 D=0.60 ---- INV FS 2 5.7 6 FS(25.75)i 4 FS 26.43 + : 2 FS 26.84 N :1�,26.51, + ca FS D=0.57 0 0 0 24.39 rnFS 25.83 + --,_FS 26.32 •=., ; '. s � ao : , .. ,;. FS 26.00,.--- � °ooa¢°000 w 0 ' N FS 25.91 FS 26.51 0 ao o INV + -� ,-_ .•:.,�,.y 0 0 0 N oo°oo°°p4 i "4, eY o�ooao� _ r; cO GB N N r;N + F� 26.90 bc�o 6.71 GF 26.0 7 .G oil II II + - 6.21 - _ - - - - ci: 2 cfl 0 °°° -_-- ----- N �_- a �•. . o � °°oo°b°o + TYP. 6 + cn cn �°� + , .., - E FS 2g.16 74 _ _ � `o TW 33.10 9 cv �oo�o�aa + TW 33.00 3 + `� + FS 26 r i © FG 27.30 8 + co + FG 27.00 FS 26.88 / 26.23 cn ID=Ot=5 48 27.0 TF 26.43 FG 27.00 8 TW 33.00 + D=0.12' FS .26.08 t S 26, 1 _ p 21 I + TF 26.00 FG 27.00 26.70 ° , " to + FS 26`.45 , c� o F v, 6 TF 26.00 + 17 6 o GB « J + FL_ N ... o » + N FS 27.00 1 FS 26.28 . 9 0 1 FL 26.70 c� - . o - .30 • + F5 6 88 cn cs - 3 HP + rn i D-0 .16 4 4 TW 3 i wow 04 9 18 FL 26.70 FS 27.18 0 15 i TW 33.00 �------� - � � .. •.. � - � �. -«-.. o w 8 FG �76.30 � - 8 FS 27.00 HP , � 4 �. 4 0 « . 0.9't % TF + 3 D=O TW 3 + FG 27.00 k 1 w 'O 1 t ° g 2.50 + + TF 26.00 # r o FS 26.83 FS 27.19 f FS 27.11 3 FG 27.00 + + FS 27.0 0 3 GF 26.51 + 6 _TF 26.50 a 7.68" = -' FS 2723 Ji'og { o + 24.63 FS 27.15 + con Uj- i , �, GF 27.30 p .. ,•< !NV GB co TW 33.04 ;. s 27.35 ll 2.009� N 0I 1 FF 27.fi7 8 00 + F oy {Ln -`� ( = .' ; : `L i TOG 26.63 FF 2 7.6 7 _ J� ! 0 FS 27.34 TF 26..00 + GB . 4 1 46 � !NV 24.65 FS 27.17 {�Y + + LO + i TW 33•30 5 5 �► 18 + + 9 N 26.7 + 30 _ PE 27.1 21 o t 4 �i °M° • FG 27 30 FF 7 26.90 �;. . + 27.9 24..34 + i + 24.50 FL- H P + TF 26 • FS 27.47 iNV TOG 18 i E w x. 40 IYP. 4 �i � <, + � + INV FS 27.04 27.0 � INV 25. TYP. CCa i FS 26.71 15 FL -HP { ' FS 27.49 � � r� t r 0 � + 15 r- 18 TOG 26.59 4 cn FL 26.7 + + 18 + I 7 i + INV 25.09 3 + TW 32.80 9 M FS 27,3 HP 45 FF 27.67 o ® FS 27 37 C FS 27.34 0 0 + + 0 9 FG W 27 00 27.97 20 CPLA �n + I FF 1 N 2�'i RIGHT A o_ + AA FF 27.67 i �b -TF 26.13 FS 27.56 ` p FS 27.17 + N Y " ' N FF 27.67 2 0 2 Fs 27.22 + i FS- 2 27 0 PE 27.Q _ f FL -HP 8 0 , 2 FINISHED GRADE ADJACENT TO HOUSE IS i 44 27.0 UNLESS OTHERWISE STATED T 27.97 o 21 ED PLAN 3B-LEFT 24.70 1 FF ** TYP. 0 Lr + ��, FS 27.fi4 �� ►Op� TW 33.10 _j ci i INV � FF 27 67 �' FG 27.10 cv {.. , o + o TF 26.60 FS 27.65 FS 27.95 o i 1 20 P FL 26.70 PE 27.0 L20 FS 27.99 PROPOSED + HP FINISHED GRADE ADJACENT TO HOUSE IS 18 = FS 27 72 FIREPLACE TOG 26.49 TOG 26.57 4.3 d FS 27.65 8 18 + 27.0 UNLESS OTHERWISE STATED INV 25.07 i i iA'R�GHT t INV 24.99 �, + FS 27.32 ao o FF 2 G cn rn 12 97 TOG 26.5518 -N' + FG 27.00 i j z7.3 S �` o FS 27.67 ! 25.05 cG 7,8� + TF 26.50 FF 27.67 i N p'E TO HOUSE I ` °+ FS 27.94 FS 27.34 i CENTON :. • t , + � - , � � - + + z_ = � GRADE ADJA = + FS 27.25 0 + ►n + ..•- .;. + A FINISHED STATE t + y o� �� + =X, X, x ;'AN 10 i 27.3 UNLESS oiHERWtsE 5.46' � - - ��' u N �� i tNI/ TM r : a°` 2 PROPOSE � ; FS 18.23 F REPt-�'`CE \" _' r � FS 27.99 FS 28.04 [-� � " ' ` . : ,, "i 00L _ + =F ` , FF 27.67 PROPOSED 0 _ TOG 26.801$ 9 1 13 = S� -=� --�FS 27.34 FIREPLACE + INV 24.94 12 27.08 13 GA h, 7 97 0 6� 9 27.,,. X;.,.. FS \ �sr i3m �` T FF 2- �� mG 26.85 g ,f _ r 0 7 FF LINE DATA NO. BEARING LENGTH L1 N 59'05'53" W 24.26' L2 N 89'39'42" E 39.65' L3 N 66052' 17" W 20.93' L4 N 89'51'03" E 40.10' L5 N 14006'45" E 87.77' L6 N 00008'57" W 15.22' L7 N 00'08'57" W 12.02' L8 N 89'39'42" E 28.13' L9 N 16'07'22" E 135.89' L10 N 17' 1552" E 1 19.75' L11 N 66052' 17" W 20.05' L12 N 12'05'33" E 112.37' L13 N 89'51'03" E 22.70' L14 N 16'07'22" E 13.98' L15 N 73'52'38" W 6.00' L16 N 16007'22" E 48.00' L17 N 16007'22 E 17.60' L18 N 73'5238" W 26.00' L19 N 16'07'22" E 1.00' L20 N 73'52'38 W 15.00' L21 N 16'07'22" E 66.00' L22 N 16'0722" E 11.36' L23 N 16'2533" E 41.45' L24 N 16'25'33" E 48.71' L25 N 61'25'33" E 1.62' L26 N 17' 15'52" E 58.72' L27 N 671552" E 3.63' L28 N 17' 1552" E 53.74' L29 N 17' 15'52" E 37.52' L30 N 27'44'08" W 0.87' L31 N 27'44'08" W 3.07' L32 N 60' 16'00" E 7.99' L33 N 15' 16'00" E 36.58' L34 N 15' 16'00" E 52.41' L35 N 36'44'37" W 6.58' L36 N 08' 15'23" E 14.50' L37 N 08' 15'23" E 22.51 ' L38 N 08' 1523" E 67.05' L39 N 81'44'37" W 18.09' L40 N 36'4437" W 7.86' L41 N 81'44'37" W 5.25' L42 N 81'4437" W 1.93' L43 N 36'44'37" W 2.83' L44 N 53' 15'23" E 4.78' L45 N 06'3438" E 44.78' L46 N 06'3438" E 34.58' L47 N 38'25'22" W 1.97' FS FS F L 27.10 r 27.10 :' kj, - r ay S FS fi J FS 0 . N 2 33.26 TW 32.50 G N N co ul IUD 2fi.7 :. :• 3 V FG W 27.10 2 7.00 cv � FL- H P � FG S (26.86) c� �--- F--- .. F -� TW 32.80 FG E) -65 27.00 F- FG E 7.37 � .._'000101" TF 26.50 r ._ .._L1.1 1 1 FG W} 27-00 27. ° L3 FG 27.00 6.13 FL -HP FS .......� - , TF 2 FIREPIT PER TW 33.10..., ... TF 26.50 PRO ARCHITECTS FG 27.10 B INSTALL 5.5 HIGH VINYL SCREEN FENCE - LAND S LL �..2 .�-- TC 26.19 TF 26.60... EX. WALL 13 ..� ...: PLANS �3Mm 2 O SEE LANDSCAPE ARCHITECTS PLAN FOR DETAILS. � C4 70 _ 6.8q. 25.67 �.~ ' .�4 . �. TW 3. TOG 2 18 �- L2 14 INSTALL TRAP FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. FG N 2INV 25 34 CONSTRUCTION NOTES 15 INSTALL 4' WIDE VINYL GATE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. EX. WALL FG S (27.30) - c _ © PAINT ACCESSIBLE PARKING SPACE STRIPING PER DETAIL E ON SHEET 2. TW 33.37 1 CONSTRUCT 3" AC PAVEMENT OVER 4.5" CLASS II AGGREGATE BASE. 16 INSTALL MAINTENANCE GATE. SEE LANDSCAPE ARCHITECTS PLAN FOR DETAILS. © INSTALL ACCESSIBLE PARKING SPACE SIGNAGE PER DETAIL F ON SHEET 2. / f FG 26.37 O2 CONSTRUCT 4 THICK P.C.C. SIDEWALK. �5 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 2. �4 INSTALL JENSEN PRECAST MODEL S-48 WHEEL STOP OR APPROVED EQUAL. CONSTRUCT 4" THICK COLORED P.C.G. WALKWAY. 18 SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR. INSTALL AREA DRAIN PER DETAIL B ON SHEET 2. INSTALL ARMOR -TILE CAST -IN -PLACE TRUNCATED DOMES OR APPROVED EQUAL. 1---` . , O � 19 INSTALL BUBBLER SYSTEM PER DETAIL C ON SHEET 2. SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR. �- 't CONSTRUCT BRICK PAVING WALKWAY. SEE LANDSCAPE ARCHITECT � INSTALL 4" PVC (SDR-35) PIPE AT 0.5% MIN. SLOPE. 6 CONSTRUCT EXTENDED FOOTING PER ARCHITECTS ENGINEERS PLAN., - Q .-- �••,. 1 S PLAN FOR DETAILS. - CONSTRUCT BRICK PAVING WALK WITH TILE INSERTS. 21 PAINT PARKING STALL STRIPING PER DETAIL D ON SHEET 2. SEE DETAIL G ON SHEET 2 FOR REFERENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. i rrzrmn. INSTALL ADA SITE ENTRANCE SIGNAGE PER DETAIL H ON SHEET 2. 6 CONSTRUCT 6" THICK COLORED P.C.C. DRIVEWAY. ._ PROPOSED PEA GRAVEL - SEE SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR. b = LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. 7 O INSTALL DECORATIVE STEPPING STONES. SEE ARCHITECT'S PLAN FOR COLOR. SS /ONq� ® LANDSCAPE CONSTRUCT 6' HIGH SLUMP BLOCK WALL PER SEPARATE PERMIT. PROPOSED GROUND COVER - SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. vo Q� P DE L4 Fy SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. �� `p� To �/► 0 R 9 O CONSTRUCT 5.5' HIGH PRECISION BLOCK WALL PER SEPARATE PERMIT.LANDSCAPE PROPOSED ROCK COBBLE - SEE ARCHITECT'S PLAN FOR DETAILS. 9 R` rn Dig Alert SEE LANDSCAPE ARCHITECTS PLAN FOR COLOR. C43880 0' 10' 20' 30' 40' 10 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. DECORATIVE TRELLIS - SEE LANDSCAPE m DIAL TOLL FREE SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR. ARCHITECT'S PLAN FOR DETAILS . 1-800-227-2600 11 CONSTRUCT SEAT WALL PER SEPARATE PERMIT. PROPOSED BOULDER - 0 ARCHITECT'S PLAN FOR SEE LANDSCAPE DETAILS. ��` C / q�F Q y © Copyright 2018 „_ SCALE 1 10 MSA Consulting, Inc. SEE LANDSCAPE ARCHITECT'S PLAN FOR COLOR. IG VINYL SCREEN FENCE DECORATIVE POT -SEE LANDSCAPE OF CA1-�F 1st SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE LAR APPROVED BYTM THE Q�QFESS/pNq` ENGINEER ON 3129116, EXCEPT FOR ��� THE REVISIONS NOTED HEREON. „4 09,. � � m rn a � C43880 m F O AT LEAST TWO DAYS All RightS Reserved 12 INSTALL 8 H H of CAx-�� SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. U ARCHITECT'S PLAN FOR DETAILS. JULIAN A. DE LA T RRE BEFORE YOU DIG $R.A BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED B APPROVED BY CITY OF LA QUINTA SHEET NO. REVISIONS APPROVED DATE �ti� TlMSA CONSULTING, INC. MARK ELEV. 28.23 SAW CITY OF LA QUINTA, CALIFORNIA O FIAANmwo ■ CIVIL ENGROMRING ■ LAND SURVEYWO LOCATION FINISH FLOOR OF FIRST COMMUNITY BANK, SE COR. C43880 DRAWN BY TRACT NO. 36762 - FLORESTA `3 1 REVISED CITY SIGNATURE BLOCK, REVISED LOT GRADING dt DIMENSIONS FOR UPDATED FOOTPRINTS SIGNATURE INTERSECTION OF AVENUE 52 AND JEEFERSON STREET JULIAN A. DE LA TORRE DATE SAW OF 342M BOB HOPE DRIVE 0 RANCHO MIRAGE ■ CA 92270 PER GRADING PLAN BY AMIR ENGINEERS. BRY W. MCKINN , - DATE MODEL COMPLEX PRECISE GRADING PLAN -LOTS 43-45 g CHECKED BY CITY ENGINEER PRECISE GRADING 3 TELEPHONE (700) 320-98ll ■ FAx (760) 323-7893 9 v'f'l` FORTY YEARS PRS R.C.E. 49418 EXPIRES 9/30/18 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1 /4 OF SEC. 5, T. 6 SOUTH, R. 7 EAST, S.B.M. SHEETS CURVE DATA NO. DELTA RADIUS LENGTH TANGENT C1 16'47'22" 356.50' 104.47' 52.61' C2 27'51'22" 268.50' 130.54' 66.59' C3 23'28'01 " 100.00' 40.96' 20.77' C4 23' 16'40" 300.00' 121.88' 61.79' C5 28'44' 18" 20.00' 10.03' 5.12' C6 47'35'38" 25.50' 21.18' 11.25' C7 33'33'26" 12.00' 7.03' 3.62' C8 33'3326" 12.00' 7.03' 3.62' C9 10038'48" 356.50' 66.24' 33.22' C10 06'0834" 356.50' 38.22' 19.13' CURVE DATA NO. DELTA RADIUS LENGTH TANGENT C 1 1 00'45' 10" 268.50' 3.53' 1.76' C12 13'37'31" 300.00' 71.34' 35.84' C 13 13' 19' 15" 268.50' 62.42' 31.35' C 14 13*06' 14" 268.50' 61.41' 30.84' C15 09'39'09" 300.00' 50.54' 25.33' C16 90100'00" 3.00' 4.71' 3.00' C17 90*00,000 3.00' 4.71' 3.00' C18 90100'00" 3.00' 4.71' 3.00' C19 90'00'00" 3.00' 4.71' --+-3.00'