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FSINSP2022-0005 AndalusiaDescription: ANDALUSIA CLUB VILLAS / FIRE TRACT INSPECTION / TR37790 Type: FIRE SPECIAL INSPECTION Subtype: Status: ISSUED Applied: 3/3/2022 AMA (WEB) Approved: 3/3/2022 AMA Parcel No: 764200071 Site Address: ,CA Subdivision: TR 37790 Block: Lot: 1-63 Issued: 6/29/2022 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $0.00 Occupancy Type: Construction Type: Expired: 12/26/2022 ECON No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: = 111111111 111 11111111 Pr wf]mll:Lllelkelcym CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES APPLICANT OVERPAID ON PERMIT, I SPOKE TO APPLICANT AND I WILL KEEP OVERPAYMENT WHICH WILL COVER THE FOLLOWING INSPECTION. I WILL PUT ANOTHER NOTE ON NOTE ARMANDO MAGALLON 3/7/2022 3/7/2022 THIS NOTE ONCE FEE IS USED. A 2ND INSPECTION WAS REQUESTED THEREFORE THE OVER PAYEMNT DATED NOTE KOHL HETRICK 3/9/2022 3/9/2022 TRACT ACCESS & WATER INSPECTION FOR LOTS: 21, 37, 48, 49, 58, 61, 63 NOTE KOHL HETRICK 3/10/2022 3/10/2022 TRACT ACCESS AND WATER INSPECTION FOR LOTS: 21, 37, 48, 49, 58, 61, 63 CONDITIONS Printed: Monday, March 06, 2023 4:37:22 PM 1 of 4 WSYSiEMS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT NATIONAL MORTGAGE & LAND 300 EAGLE DANCE PALM DESERT CA 92211 LWILLIAMS@SUNRISEC COMPANY CIRCLE O.COM BILL TO NATIONAL MORTGAGE & LAND 300 EAGLE DANCE PALM DESERT CA 92211 LWILLIAMS@SUNRISEC COMPANY CIRCLE O.COM CONTRACTOR NATIONAL MORTGAGE & LAND 300 EAGLE DANCE PALM DESERT CA 92211 LWILLIAMS@SUNRISEC COMPANY CIRCLE O.COM OWNER SUNRISE LQ LLC 81570 CARBONERAS LA QUINTA CA 0 nsparks@andalusiacc.c om FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE FAILED OR ADDITIONAL RE- 101-0000-42421 0 $167.00 $167.00 8/30/22 WEB12923 716061644 CREDIT 288130 ECON INSPECTION FIRE SPECIAL 101-0000-42421 0 $167.00 $167.00 3/4/22 WEB10921 635778993 CREDIT 288130 ECON INSPECTION 84 FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $167.00 3/4/22 R69320 WEB10920 CREDIT NOLAN SPARKS AMA FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $167.00 6/29/22 WEB12373 637 CREDIT 288130 ECON 3092471 Total Paid for FIRE FEES: $668.00 $668.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 3/4/22 WEB10921 635778993 CREDIT 288130 ECON ENHANCEMENT FEE 84 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALStW73.00A1 $673.00 A& MEMO SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES im Printed: Monday, March 06, 2023 4:37:22 PM 2 of 4 WSYSiEMS First hydrant was not able to be tested; TRACT ACCESS/HYDRANT contractor unable to open cap. The rest of LIN 3/9/2022 3/9/2022 NOT READY the street was blocked by vehicles so other VERIFICATION hydrants were not accessible. Blue reflectors missing. TRACT ACCESS/HYDRANT APPROVED These lots are approved and released; ok to LIN 3/10/2022 3/10/2022 W/EXCEPTIO SEE NOTES build. Blue reflective dots being installed VERIFICATION N during inspection. TRACT ACCESS/HYDRANT LIN 7/6/2022 7/6/2022 APPROVED LOTS 51, 59 AND 60 VERIFICATION BRES2022-0498 - 0500 FIRE CLEARANCE FOR THE BUILDING PERMIT TRACT ACCESS/HYDRANT APPROVED RELEASE OF ALL REMAINING LOTS IN THIS KHET 8/23/2022 8/23/2022 W/EXCEPTIO SEE ATTACHMENTS TRACT SPECIFICALLY IS HEREBY GRANTED. VERIFICATION N *SEE ATTACHMENTS FOR ADDITIONAL COMMENTS AFFECTED BY ONST2020-0001. Printed: Monday, March 06, 2023 4:37:22 PM 3 of 4 WSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED FSINSP2022-0005 - FIRE FSINSP2022-0005 - FIRE DOC 8/23/2022 KOHL HETRICK INSPECTION REPORT INSPECTION REPORT 1 AND CORRECTIONS - 8- AND CORRECTIONS - 8- 23-2022 - FLAT.pdf 1 23-2022 - FLAT.pdf DOC 8/23/2022 KOHL HETRICK ONST2020-0001.pdf I ONST2020-0001.pdf 1 Printed: Monday, March 06, 2023 4:37:22 PM 4 of 4 WSYSiEMS in THE CM OF LAQUI MUAL"MIA ANDALUSIA TRACT NO. 3779D ! rt GOLF CLUBHOUSE AND SPORTS CLUB ADDRESS MAP ■/MOPSOMIR MMILI&A f0Ai"Of VW RMIA�aR11It�a�ao'T aFnoMeT Na4s+wi4FaEoa+awac 27 OF Arfl,AT PAGl&SF 1F#WW IILI�IGL IF dFl4 a pu"amw if rlw o IA#6GIR'J!lf,fdYYtyW►A#61�ILN Ie T&%W,&EA Ea GIs p ini � - � t1 Y � 1• �K*t9nar ■�F.14ra IFM4 Wi � IFi 4 wpm" MAP 116 34 CI FT R It L47 w j'. 1,5 T ai42iA I 'r p i $�7f-a N74 y 1} I � fff ff�� • s� 1Wt ��i`-�� .� � 7 � A � I II I iL1 �v � ply �M JI17Y� w i 5 J 0 dI 7! 4 A „ m 9HIBRNICf ■p' 4,r it ~ s J II 6 I} F ./3 F4iW i0 7# 1} RT/a 1 C_IA . {J IFi6 u S'� f I {Y 1 it wal lz *' I � I BONCOUROE + ax L$499 Y ar Ott I � rI Iu Frt 4. Iw +� r r Ws EL lA # _ h IM AFL is � L! M0 -91 >14 IN wl 7NL-�laltAell w u.�+ ti r NI 4llut TRt4CT H.377H aw CLUsHom AND sramcwa vim AOaRM Wan w.IAvrclle.o-+.wwllrtine�avlie Y..�wLi SlW.araa=.rat il.LL6IL UNDERGROUND SERVICE ALERT CALL TOLL FREE one vo 445 LT - 440 LT - 445 CIL - 440 CIL - 445 RT 440 RT - cz U m 7 v � O r cc N d V cA N to p� o u] Waws Ci7 No ti do rcn" F Tc a up d + � h d rFn r 5.178% _ter -LPVI ELEV 442.31 2 '�vc PVI STA 10+55.12 1 STA 10+78.37 BC PVI ELEV 439.78 TC 440.99 FL 440.74 TOP OF PAVEMENT F.S. (TYP) STA 1 + �z I':_ W� d � + -x In O r co 0Li d o.. a) u1.F I 1 �g�°IO 5.176% C] 50, VC 2T VC PVI STA 11+04,00 PVI STA 10+55A2 PVl ELEV 442.50❑ Ln PVI ELEV 439.97 Lu o r ca 4 + > O r t, > wcm d w m 1n Cs N cNo + C �(F!) C3177 fo ti N IQ 4,849% 2.00% 50' VC 25' VC PVI STA 11 +04.00 L= 8' PVI STA 10+55,12 PVI ELEV 442.31 PVI ELEV 439.94 STA 10+78.37 BC TC 441.07 FL 440.82 10+00 11+00 PVI STA 12+00.oL PVI ELEV 445.09 a z c%j N n Ir F r- T- d`t <a0wZ o m FrnU � C7 °Io 0.646% TOP OF CURB F.S. (TYP) TC a0 14.00' LT SEE PLAN VIEW )R INTERSECTIC LO f EX GROUND Q CIL 50' VC PVI STA 12+00,00 PVI ELEV 445.28 TP @ CENTERLINE .28 PVI ELEV 445.09 m C7 TC@14.00'RT MARBELLA 12+00 13+00 LL 3VI STA 14+25,91 PVI ELEV 446.37 5o, Vc "VI STA 14+25.91 PVI ELEV 446.64 50, VG TOP OF CURB F,S. TYP PVI STA 1 1 (TYP) PVI ELEV 446.346.37 14+00 - 445 LT IDENTICAL POINT - 440 LT _ L-n-- LLI u7 �� Q� c a n -0.50% -- -- I - 445 CIL uu - 440 CIL N c� inmi s Z 15+00 - 445 RT - 440 RT u Y Nr w c'i n oo m N+ Ln Q� d0U X H 445 LT - a.saa� C 445 CIL - 445 RT - FL 445.65 In C9 TOP OF CURB F.S. (TYP) TC014.00'LT NZW - 445 LT �ujti N w, r- u� u? LO ¢gym Q I> U F v C'J � h F F- x 0.50% EX GROUND @ CIL 1.184% -- -.-- -- -1.397°Ip ._. �..� ~ -- - - 445 C!L PROP X-GUTTER TOP OF PAVEMENT F.S. (TYP) L=71.78' TP @ CENTERLINE 114L 114A 114A 114A TC@14.00'RT 10+00 11+00 12+00 CONSTRUCTION NOTES: _ �D CONSTRUCT 3.5" A.C. OVER 4" C.A.B. CONSTRUCT 24" V-GUTTER PER DETAIL ON THIS SHEET V 1 � CONSTRUCT 6" CURB ONLY PER CITY OF LA QUINTA STD. NO. 210 &STD. NO. 200 EX 30' IRRIGATION EASEMENT 4 ` 1 CONSTRUCT 6' CROSS GUTTER WI SPANDREL PER CITY OF LA QUINTA STD. NO. 230 & STD. NO. 231 �.� . EX 60" DIP IRRIGATION MAIM ��a o Cr l EX 8" VGP SEWER MAIN SEE DIST DWG NO 31394 j �jjj rj] (j� STA 12+11.55 2 INSTALL STOP SIGN (TYPE R1-1) PER CALIFORNIA MUTCD FIGURE 28-1 ON PAGE 191 (30" X 30"} 1 no �/ <I L Il'J� U U TC 447.11 TP 446.61 2 PAINT 8' STOP LEGEND AND 12 WIDE WHITE STOP 13A 692 PROP 12" DIP WATER MAIN i 3 FL 44 4-6767 2 24 INSTALL BLUE RPM AT FIRE HYDRANT PER FIRE DEFT_ REQUIREMENT STA 21+52 $ PCxci 'f PROP V' VCP SEWER MAIN 4 (TP 4 9_ 2 3 INSTALL TYPE N2 RED REFLECTIVE PANEL (18" X 18' STA 21+51.07 MARBELLA= 3 STA 10+42.62 BCR 2 ��}Q STA 0+00. LAG Y TC 439.89} �' INSTALL NO STOPPING SIGN R26(S) PER CALIF. MUTCD FIGURE 2B-24(CA) ON PAGE 226 (TP 439.38) .. R 439.42) COMMON ON 1 ,� 1 20' CVWD EASEMENT JOIN EX CURB AREA STA 10+94.08 �5 A � j - -a � TC 446.92 TA � {7 4 P 44Q 17 STA 10+78.37 BC +78.37 BC TP 446.52 ��a�� � o ��� 7 r T 440,99 STA 12+79.29 P C ty � PROP 12" TER MAIN � TG 445.4 STA 10+4fi.49 EC DIP WATER 2'-0" FL 440.74 3, FL 445.24 5.90 3 k� N a PAVING TC EX TELE FL 445.65 SLOPE 13ox 14,25' LT 445.61 0 ��' FL _ STA 10+30.20 ECR � �� �. STA 10+43.49 T 4 xo� tv 2 STA 12+87 52 EC � 2 s ' FL 439.26 4 ~ - '-� �QJ TP STA 10+42 62 NN STA 10+94.08 E R TC 4 72) •.� 4 r T 446,33 FL 429,56 G 7 • FL 445.08 JOIN EX CRB a C 445.74 STA 14+00.97 BCR 6 QJ °'j 1 12*001 4 13+00 0 TC 446.24 STA 10+42.62 `-� FL 4-45.99 TP 439,6 JOIN EX Cg 1 2 { 1 -... I4 85 445.88 7 TA 10+78.37 BC ` SC441.07 EX ELEC TRANSFORMER 1 L3 r¢ FL 440.82 j I STA 12+55.42 EC 'y 1 PROP 8" VCP SEWER MAIN PRCJ� 8 DIP WATER MAIN FL 445.12 STA.13+16.62 BC= A 10+00.00 STA 12+90.90 8C TP 445.95 2 FL 445.32 N 05°51'46"E(R) 15.26' RT CROWN LIN RT STA 15+04.21 EC 22 L� �I �j �V] I ��Il�l�ll�� �L tJ�� � Il I MKS' A 13.17 BC TP 446.17 446. 28 TC 44 .98 EX PARKING N iS°23'45"E(R] N 65°53'44"WW(R) 2 .7 st LOT l f?3 ���� sz PROP 12 DIP WATER MAIN TC 445 98 L 445.7 1 LEGEND: 811 INDICATES PROPOSED ASPHALT PAVEMENTMAR ELLA ��H��I11J� sTA l s� �'4A�l Ec ti �A V 0 INDICATES EXISTING 3 PAVERS (PRIVATE STREET) SEE SKE 3 ORE You L)IG 2411 CONCRETE VALLEY GUTTER CURB U 40 60 80 120 200 SCALE: I" - 40' (IN FEET) - 445 RT PROFILE SCALES VERT 1"=4' HORIZ 1 "=40' LINE DATA COURSE BEARING LENGTH L1 N 5601959"W 35.75' L2 N 56' 10'59'W 48.31' L3 N 88°20'49"E 36.10, CURVE DATA COURSE DELTA RA01US LENGTH Cl (73058'52") (25.00') (32.28') C2 (94°03'24-) (25.00') (41.04') C3 37053'43" 286,00' 189.16' C4 40-22130" 272.00' 191.67' C5 35'28'12' 300.00' 185.72' C6 21 "56155" 200.00' 76.62' C7 37°23'20" 110.00, 71.78' C8 120e38'54" 25,00' 52.64' C9 55'3749" 193.00' 187.39' C10 30°38'64" 211,00' 112.87' C11 63,08'47" 175.00' 192.87' Z WOFIKING DAY$ BEF BENCHMARK; IN THE CITY OF LA QUINTA, CALIFORNIA SHEET IVn. PRIVATE ENGINEERING NOTE SEAL -CITY APPROVED 13Y THE CITY OF LA QUINTA SEAL -ENGINEER 10 # P.O. S STREET IMPROVEMENT PLAN UNDERGROUND UTILITIES NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED ELEV. 27.94i (NAVfI 29) CHISELED SQUARE ��flFFssrq�FOR ON C AL BRIDGE OWINGN CANAL BRiDMI S.E.SI �v VILLA PERMIT ANRIOR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPRC)3N4ATE. LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WTH THEIR APPROXIMATE: LOCAi10N AND EXTENT. OWNER, BY ACCEPTING THESE PLANS OR r�o W� { WALL, S. CLUB ��'� CIVIL ENGINEERING � PLANNING 2 ISSUED. PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE PROCEEDING WITH IMPROVEMENTS PURSUANT �`�' Oy0 SON ST. ALONG ]N ALONG FROM MARBELLA ROAD ROWS THE. PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDER$IGNED THEPETO, AGREES TO ASSUME LIABILITY AND TO HOLD HARMLESS FOR ANY DAMAGES 1. THE 0 HWY. 111. THEN 2A MILES � Q A%"O2C �R. CA L gA1kl , CA 92T5Q W. ALONG AVE. 5O, as FT. TRACT N 377 90 � m IS RESPONSIBLE FOR ASSUFJNG THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF C UNDERGR0IJN C} L1TILiT1ES OR STRUCTURES NOT REPORTER TO UNDERSIGNED RESULTING FROM EXISTENCE OF UNDERGROUND TO THE PR (760j 775-1553 . (760) No. 26�662 � WEST OF iu1ADISDN ST. � STA 10+00.00 - STA 15+04.21 ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED SHOWN ON THE RI=COFiI:J$ UTILITIES OR STRUCTURES NOT REPORTED UNDERSIGNED, NOT INDICATED OR SHOWN ON THE ANC11t3` s. OF AVE �a. * EXP, 3 3t-22 � ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE CLUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY UFASURES TO <3RY GKINNEY, P.E. RCE NO.49418 CITY ENGINEER �� CIVj\.- �� PREPA D BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW 114 OF SECTION 27, T.6.S., R.T.E., S.S.M. �I" 7 SHTS. CONSTRUCTION THE PRIVATE ENGINEER SHALL STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND SCALE: VV_O. $U132470 BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES CPR STRUCTURES FOUND AT THE SITE. IT SHALL BE VIE CONTRACTOR'S RESPONSIBILITY MARK BY DATE REVISIONS APPR DATE FOR FILE E NO DATE: OF CAL EXP. DATE 9130120 DATE: a SCALE AS SHOWN ENGINEER ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES QR WORK. O SINOTIFY PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING TIURES CONCERNED BEFORE STARTING WORK. ONST2020-0001 UNDERGROUND SERVICE ALERT CALL TOLL FREE REF GRE Y CS 811 a paw rh w Lo r ¢ Oi � � 9 _ �t � 'tT Lf> u) F TOP OF CURB F.S. (TYP) * ul acI 445 LT <� U) w ¢ �" r � , C400 - �- - 445 LT - -a.5as�° - a � N ° 6� mco f0-s`yv� v It -0. 54 c i N i 440 LT - TC 18.00' LT L=37.87' - 440 LT � @";�D uj J +co V r W Ld rt 'IfIt NrN'T + Co `o NNE � - 445 CIL 445 C!L - -a.5a�° F �a-ra cook- + a¢a TOP OF PAVEMENT F.S. (TYP) 440 C1L - o ; TP 0 CENTERLINE Ex GROUND @ C/L PROP X-GUTTER - 440 CIL t ' It i 440 RT - 4 15+00. 120 16+00 2DD 17+00 TOP OF CURB F.S. (TYP) MARBELLA 18+00 TC @ 18.00' RT 19+00 MAR ELLA 20+00 21+00 LEGEND: 0 INDICATES PROPOSED ASPHALT PAVEMENT ❑ ❑ ❑ ❑ !!tI:!tIztl� r r r r + r N + . Q0� r LL J LL L=40.25' 22+00 - 445 RT - 440 RT 22 PROFILE SCALES VERT 1"=4' HORIZ 1"=40' CURVE DATA COURSE DELTA RADIUS LENGTH C9 55°3749" 193.00' 187.39' C10 30°38'54" 211.00' 112.87' C11 63008'47" 175.00' 192.87' C12 2°10'31" 1518.00' 57.63' C13 2-10'31" 1536.00' 58.32' C14 2010131" 1500.00' 56.95' C15 5o18'44" 1518.00' 140.74' C16 5-18'44" 1500.00' 139.07' C17 5°18'44" 1536.00' 142.41' C 18 18'08'01 " 160.00, 50.64' C19 18°08'01" 178.00' 56-34' C20 17°52'33" 142.00' 44.30' C21 86°47'54" 25.00' 37,87' C22 92°14'53" 40-25' 37.87' LINE DATA COURSE BEARING LENGTH L4 N 26°19'53"W 43.87' L5 N 13°30'35"W 44.31' L6 N 13°30'36"W 11.59' CONSTRUCTION NOTES: CONSTRUCT 3.5" A.C. OVER 4" C.A.B. 2 CONSTRUCT 24" V-GUTTER PER DETAIL ON SHEET 2 7 CONSTRUCT 6- CROSS GUTTER WI SPANDREL PER CITY OF LA QUINTA STD. NO.230 & STD. NO. 231 INSTALL STOP SIGN [TYPE R1-1] PER CALIFORNIA MUTCD FIGURE 26-1 ON PAGE 191 (30-X 30"j PAINT 8' STOW LEGEND AND 12" SNIDE WHITE STOP 13A 24 INSTALL BLUE RPM AT FIRE HYDRANT PER FIRE DEPT. REQUIREMENT 2 WORKING SCALE:1"=40' (PRIVATE STREET) DAYS BEFORE YOU DIG FEET ) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE= BM 9 P.G. 109-70 STREET IMPROVEMENT PLAN THE RECORDS 27.94E 29j PERMIT AND{OR A GRADING PERMIT HAS BEEN ISSUED. EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, SHOWN ON EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT- THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT ESS � 1 Q � � L pp J JU llllUU � 1f�1 � � R F E R � � 109-7 LED S E09-7t3 CHISELED SQUARE ON CANAL BRIDGE S.E. WING WALL. 2.0 MILES S. FOR CLUB VILLA Y A 3 THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD r� � "` O CIVIL ENGNEERING • LAND PLANNING ALONG 5T. FROM MARBELLA IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES O " Z 48-725 VERBENA ROAD 1. THEN HWY. IE 1. THEN 2.0 MILES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT > 8 TO THE _� �► [7 m g�Lu oE60) 6 553 PH: {760I 275-1553 W. ALONG AVE_ 50.45 FT, �/� T111"1CT N �. 3 �LI HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE UNDERSIGNED, NOT R SHO SHOWN O1H THE 4BRYMCKINNEY, u m Np 2g062 WEST OF MADISON ST- f [ P.E. RC NO. 49418 ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR . THE CONTRACTOR RECORDS EXAMINED. THE CONTRACTOR I5 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO EXP- 3-31-22 AA7€] E8' s. OF AVE. sn. STA 15+04,21 -STA 22+37.69 BE RESPONSIBLE FOR THE DETERMINING AN ACCEPTABLI= SOLUTION AND REVISING THE STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUNT AT THE SrrE. IT SHALL BE THE CONTRACTOR'S RESPONSfBILITY CrrY ENGINEER S�3j � CIVIL � q IN THE NW 114 OF SECTION 27, T.S.S., R.T.E., S.B.M. OF 7 SHT5. AftEP BY: L! OYO W. WATSON R.C.E. N4. 28562 MARK BY C]ATE APPR DATE PLANS FOR APPROVAL BY THE COUNTY. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9I30124 DATE- � CALF SCALE: FOR; W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. STRNUCTURES GONCERNED BEFOREISTARTING WORK. ENGINEER G(/l ief DATE: 245 SCALE AS SHOWN ONST2020-0001 445 LT - 440 LT - 445 CIL - 440 CIL - 445 RT - 440 RT - 43 CURVE DATA COURSE DELTA RADIUS LENGTH C21 86047'54" 25.00' 37.87' C22 92'14'53" 40.25' 37.87' C31 12°22'52" 3097.00' 689.23' C37 11 033'25" 3115.00, 628.32' C3$ 12°46'07" 3U79.00. 686.16' LINE DATA COURSE BEARING LENGTH L5 N 13°30'36W 44.3V L6 N 1O°18'30"W 28.00' 15+00 45 44 15+00 48 TOP OF CURB F.S. (TYP) 47 + f� + 3Vl STA 18+00.0( PVI ELEV 444.06 TOP OF CUROg.S. (TYP) TC @ 18.00- LEFT 77lry1 � - '1.GV7�IQ 50' VG 'VI STA 18+00.00TEX PVI ELEV 444.33 UND aG� CILTMENT F.S. (TYP) w TP @ CENTERLINE PVI STA 18+00-Ot PVI ELEV 444.06 TC @ 18.00' RIGHT MARBELLA 17+00 18+00 19+00 49 PIL COMMON AREA 10' PUE. UJ , - I 2 pFtOP 12" WATERt'11A1 18}06-- T 44 1�+fla C31 - r FL 442.21-- o� PIL 4 2.83 C38 2 15+ g• g1~WER MAlt4 ram- PROP PROP 24" STORM DRAIN LINE A SEE SHEET 6 {i' 2 TC 442.56 Imo' 442.21 D41=0 . LLDrLrLjl `�D a: 30 31 UNDERGROUND SERVICE ALERT � 0 CALL TOLL FREE L v 6 811 LEGEND: INDICATES PROPOSED ASPHALT PAVEMENT I 2 WORKING DAYS BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS ANDTHOSE PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED- EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLAINS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNOERSIGNEfD HARMLESS FOR ANY DAMAGES RESULTING FROM EMSTENCE OF SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME L€ABIL€TYAND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL EE DURINGSHALL CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY, UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THIF UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR`S RESPONSfBILITY TO NOTIFY THE OW NFRS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE RECORDS E b, NOT INDICATED OR SHOWN ON THE TO TAKES EXAMINED. THE CONTRACTOR IS REQUIRED SURES TO PROTECT TDTHE UTILITIES ORUE ASTRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED $EFORE STARTING WORK. MARK BY DA' ENGINEER 29 28- REVISIONS 27 26 10' PUE N CV N IA O N� tl � r"O-'njF FO.650, VCr�3VI STA 19+82.30PVI ELEV441.86�r-UTTER :VI STA 19+82.30 PVI ELEV 442.13 U IL 0 IL 0 PVI ELEV 441.86 STA 19+8230 50 r-F3 #1 W=4.0' TC 442.22 FL 441.72 0100=6.98 CFS V100=3.95 FPS AL W16A ma s 104 (PRIVATE STREET) SEAL - CITY APPRI DATE 25 0.50% zwoa 2iroo SEE SHEEr 3 STA 21+92.66 BCR 1 TC 442.54 FL 442.29 2 2 STA 22+04.97 STA 20+11.96 ECR TC 442.48 TC 442.01 EC FL 442.23 FL 441.76 * STA 20+9 r ' C 442.5 - 4 4 C) l FL 442.28 441.91 FL 13 _ ¢ 2 STA 20+97.47 STA 19+82.30 21 ANGLE PT !ffB #2 TP 442.70 W=4.0' STA 20+79.06 EC TC 442.22 TC 442.40 FL 441.72 FL 442.15 Q100=6.98 CFS V100-5.41 FPS STA 20+56.50 EC MARBELLA = STA 22+37.69 TP 442.50 24 22 V.yu .v 22+00 LY - 445 LT Z W - 440 LT W L W N > M d - 445 CIL 0-z 0 cl W - 440 CIL - 445 RT - 440 RT PROFILE SCALES VERT 1"=4' HORIZ 1'=40' CONSTRUCTION NOTES: 1 CONSTRUCT 3.5' A.C. OVER 4" C.A.B. CONSTRUCT 24" V-GUTTER PER DETAIL ON SHEET 2 �3 CONSTRUCT 6" CURB ONLY PER CITY OF LA QUINTA STD. NO. 210 & STD. NO. 20{l 4 5' TRANSITION FROM EXISTING VALLEY CURB TO 6" CURB & GUTTER PER DETAIL BELOW 20 21 CONSTRUCT GUTTER DEPRESSION PER CITY OF LA QUINTA STD. NO. 330 (CASE "C"j AND DETAIL THIS SHEET BCR 10' PUE T 44 INSTALL BLUE RPM AT FIRE HYDRANT PER FIRE DEPT. REQUIREMENT 6� 2 PIL 43A8 )110.11' 3 2 INSTALL TYPE N2 RED REFLECTIVE PANEL (18" X 18") N 79�41''30' E a2*Qo L6 INSTALL NO STOPPING SIGN R26(S) PER CALIF. MUTCD FIGURE 2B-24(CA) ON PAGE 226 109,93, - 2 STA 22+01.39 3Q.27' PIL TC 443.75 TP 443.25 1p' PUE TC 443.58CATCH TP 443 08 BASIN & DEPRESSION PER CONST. DETAIL & (TYPICAL) 2,6 0' CONSTRUCT TRANSITION TO U CONFORM TO V-GUTTER WITHIN ip 5+0' - TYPICAL BOTH SIDES L4.9 _ 5.9 21 GUTTER DEPRESSION (CASE C) V-GUTTER TO GUTTER DEPRESSION 4 TRANSITION Cap CATCH BASIN 11�TC V-GUTTER SCALE: 1 " = 4W ( IN FEET) APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: BM#P.D.1B9-70 ELEV. 27.9d1 (NAVD 29) STREET IMPROVEMENT PLAN e�QfE55 �y EIR � 1Q9-7Q CHISELED SQUARE�PATSnN FOR ON CANAL BRIDGE S.E. ' w CLUB VILLA �� ❑ C0 U CIVIL ENGINEERING • LAND PLANNING 48-725 VERSENA ROAD WING WALL. 2.0 MILE$ S. ALONG JACKSON ST. FROM MARBELLA 4 y 0 tti4y P" DESERT. CA 92260 PH: (760) 275-1553 HWY, 111. THEN2.0 MILES W. ALONG AVE. 50,45 FT, TRACT NO. 37790 90 ¢ No. 26662 WEST OF MADISON ST- k3RY MCKINNEY, P.E. RCE NO. 49418 x(' EXP. 3-31-2a AND I& S, OF AVE. -rO. STA 10+00.00 - STA 15+04,21 CITY ENGINEER CIVO- J2 y� !J PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 SCALE: IN THE NW 114 OF SECTION 27. T.6.S., R.7.E., S.B.M. OF 7 SHTS. EXP. DATE 9130M DATE- OF CAI-k f 7 DTI FOR: w.D. FILE NO: DATE: SCALE AS SHOWN ONST2020-0001 445 LT - 440 LT - 445 C/L - 440 CIL - EX TOP OF PAVEMENT F.S. i% 2[3 -C1 445 RT - 440 RT - CONSTRUCTION NOTES: 1 CONSTRUCT 3.5" A.C. OVER 4" C.A.B. CONSTRUCT 24" V-GUTTER PER DETAIL ON SHEET 2 4 5' TRANSITION FROM EXISTING VALLEY CURB TO 6" CURB & GUTTER PER DETAIL ON SHT 4 ADJUST TO FINISH PAVEMENT INSTALL 24" W14-2, "NO OUTLET" SIGN REMOVE EXISTING A.C. REMOVE EXISTING CONCRETE 24" V-GUTTER 445 LT - IDENTICAL POINT 440 LT - TG 1 a$.U' Lr I + T M r J � rk r- d - 445 CIL I 1Lo N Ln C'Jr � °I° TOP OF PAVEMENT F.S. (TYP) „ 440 CIL a rn � Ex GROUND CIL f IL TP a@ CENTERLINE - 445 RT IDENTICAL POINT - 440 RT TC ar 13.0' RIGHT MARBELLA 15+00 15+00 17+00 18+00 CONSTRUCTION NOTES CONT.: 21 CONSTRUCT GUTTER DEPRESSION PER CITY OF LA QUINTA STD. NO. 330 (CASE "C") 2a INSTALL BLUE RPM AT FIRE HYDRANT PER FIRE DEPT. REQUIREMENT 2� INSTALL TYPE N2 RED REFLECTIVE PANEL (18" X 18") IDENTICAL POINT 445 CIL - 440 CIL - 445 RT .919mlan LINE DATA COURSE BEARING LENGTH L7 N 25°55'45"W 60.53' L8 N 25°55'45"W 60,53' L9 N 19'17'32"E 35.73' L10 N 62°40`14"E 22.00' INSTALL NO STOPPING SIGN R26(S) PER CALIF. MUTGD FIGURE 2B-24(CA) ON PAGE 226 2� INSTALL 10" REFLECTORIZED PAWN DECORATIVE BOLLARD COVERS @ 6' O.C. AT PROJECT BUILDOUT, BOLLARD CO. OR EQUAL {� PLACE 42" ORANGE DELINEATORS WITH 12 POUND BASE AT PROJECT BUILDOUT 11 SAWCUT EXISTING PAVEMENT = - - _ - - Y - - - - CURVE DATA COURSE DELTA RADIUS LENGTH C23 38'35'58" 160.09 107.79' C24 4513'10" 147.00' 116.02' C25 40°30'46" 160.00, 113.13' C26 38"15AI" �20.00` 89.4& C27 52°37'03" 18.37' C28 62'37'35" 20.00' 21,86' C29 44°40'14" 147.W 114.61' C30 41'04'36" 282.00' 202.17' C31 12'22'52" 3097.0Y 669.23' C32 102"I T20" 40,00' 71.41' C33 55`51'25" 40.00' 39.09 C34 44°40'14" 165.00' 128,64' C35 41 °04'36" 264.00' 189.27' C36 41 °04'36" 300.00' 21 s.OV C37 11'33'25" 3115.00' 628.32' C38 12°46'07" 3079.00' 686.16, C39 84`44'45" 40.00' 59.16' C40 5°04'44" 129,09 11.44' 0.1' GRIND & OVERLAY EX PAVEMENT J 11 1 EX AC 3.0` --- -- - - -- - - - 2 STA 1 +64.72 EC 1 (TP 4 7.26� EkB,.SEI�ER JO1N EX PAVEMENT IN EX 12 WATER MAIN 68 COMMON AREA TP 443.60 NOTE: 42" ORANGE DELINEATORS TO BE PLACED AT SIX FOOT SPACING. 10" REFLECTORIZED PAWN DECORATIVE BOLLARD COVERS TO 13E PLACED OVER DELINEATORS AT PROJECT (BUILDOUT. LEGEND: INDICATES PROPOSED ASPHALT PAVEMENT INDICATES EXISTING ASPHALT PAVEMENT MARBELLA AND CONCRETE REMOVAL AREA (PRIVATE STREET) UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES IREf?ORTED 8Y THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS UTILITIES OR STIRLICTURF-8 REPORTED BYALLOTHE OWNER OR OTHERS AND THOSE ON THE RECORDS EXAMINED ARE INDICATED NQT Co kiMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR ISSUED. PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD (UNDERSIGNED PROCEEDING WITH IMPROVEMENT$ PLIPSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF RESULTING FROERSIGNED M EXISTENCE LESS FO A Y DAMAGES ND ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPOR" TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED), NOT INDMATIrO OR SHOWN ON THE AN HEREON. IN THE EVENT OF DISCREPANCIES EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTC)R IS REQUIRED ARISING AFTER COUNTY APPROVAL DURING ARISING AFTER T1 IE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES TO TAKE DUE. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES ORSTRUCTURES 51 iD AND BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S A ANY OTHER UTILITIES OR STRUCTURES POUND SPON IE THE UTILITIES SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIe1LITY MARK BY ©ATE ACCEPTABLE SOLUTION AND k1 1flSING THE PLANS FOR APPROVAL BY THE COUNTY. FtESPQNSI$ILITY Tp NOTIFY THE OWNERS OF THE ISTILITIES OR STRUCTURE'S' CONCERNED BEFORE STARTING WORK, STRUCTURES CONtJCERN TO NOTIFY THE OOF THE UTILITIES OR CONCERNED BEFORE STARTING WORK. ENGINEER REVISIONS 9+00 r afco o > ce)r co m [-7 UH LL Cl7[�I3FL] H� �r t 3 L- Q LtJ n r,3 c w r + w t U try 0 -t0296.4 TOP OF PAVEMENT P.S. (TYP) TC 0 '18.0' LEFT PVI ELEV 441.68 + �EX GROUND @ GIL-7 50, VC PVI STA 13+25.0C PVI ELEV 441.95 TP @ CENTERLINE Q 11 + ��n v woo a� i a�0 > I- r - 445 LT - 440 LT - 445 CIL Q R o - 440 CIL Q PVI STA 13+25.00 ' PVI ELEV 441.88 TC @ 18.0' RIGHT PROFILE SCALES MARBELL VERT1"=4' HL]RIZ 1"=40' 10+00 11+00 12+00 13+00 14+00 15+00 SCE LEFY I CURB STA 9+85.05 F>RC= A17+ CURB STA 9+06.64 PCC= TC 443.4845 FL 443I I l� TA 1 +23A1 a TC 443.2E 1 FL 443.01 68 C RIB STA 9+28.50 PRC 1 COMMON f f- 44 T 444.0'b FL 443.80 AREA STA 17+41 27 x?, CURE STA 10+03,42 PRC 43 TP 444.12 TC 444.0 I HP 2 FL 44380 STA 1 +00.00= STA 17+99.00 Ca., 4 TP 444.04 La39 j L'1❑ TA 17+ 7.00 2 CURB STA 1 +42.42 PRC 40 4� TP 444.50 T 43,6 BEGIN CURB STA BACK, FL 443.44 STA +. . t 2 TC 443.69 E�op, FL 443,44 1 BEGIN CURB STA BACK CI TA 11+01.58 PC G3I c TC 443.15 FL 442.90 5TA 1 +87.27 PRC I O' PL1F PRC? TC 443.05 STA 13+25.00 TP 44 .26 C�2g FL 2, 21 B #3 N 23a04'Z (R) Gg- �, STA 11+85.10 BC W-4,0' TC 441.99 4Q s TP 442.86 TC 442.00 F 1.74 TC 442.59 FL 441.50 2.34 Q100=5.89 CFS C3$ 2 V100=4.92 CFS 4 1 IV 38 r Qo.00aw PIL� c35 4 2 STA 11+14.61 EC � `QO 1U PUE TC 443. 5 �0.4.9 _ C30 13{�,��- PROP 24" STORM DRAIN � L 44 0 TC 441.99 LINE A SEE SHEET 6 PROP S" SEWER MAIN FL 4 ..74 rul-A 4 L17 T 442.59 L 44 4 P/L C35 ! Rjul 2 STA 13+25.00 4 P 44 ��.� 18" SD 21 ST 13+25.00 1 #4 PROP 30" STORM DRAIN 32 37 TC. 4a2.00 LINE B SEE SHEET 7 FL 441.5,0 # Qioo=5.10 CFS 1 33 Vioo--4.92 CFS .� 36 3Q 35 4 f � - 445 RT - 440 RT 1 a as so as ten 'VI Pk FX IZ L LP% SCALE: 1-=40' (PRIVATE STREET) (IN FEET) BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: SEAL - CITY APPROVED BY THE CITY OF LA au1NTA SEAS. - ENGINEER SM#P.D.109.70 STREET IMPROVEMENT PLAN ELEV, 27-941 (NAVD 29) i t ( s ,� 109-70 CHISELED SQUARE FOR ul, r �� L� IJ a ON CANAL BRIDGE S.E. I�+5 CIVIL EH hIEERi�#G • LAND PLANNINGVANGWALL. 2.0 MILES S. CLUB VILLA ALONG JACKSON ST. FROM O s 2 48--725 A60A ROAD) HWY. 111- THEN 2.0 MILES MARBELLA W PAW DESERT, CA 92260 W, ALONG AVE. 50, 45 FT. PK (760) 275-15M WEST OF MADISON ST. TRACT NO. 37790 No, 26662 AND 18' s. OF AVE 50. STA 14'+56.93 - STA 17+99.00 BRYA CKINNEY, P.E. RCE NO. 49418 EXP. 3-31-22 IN THE NW 114 {3F SECTION 27, T.6.S„ R.7.E„ S.B.M. OF SI`iTS CITY ENGINEER CIVO- tiP PREPARED BY: LLOYD W. WATSON R.C.E. NO, 26662 APRR DATE q Cr CAl ti SCALE: FILE No: EXP. HATE 9130r0 DATE: DATE: Z SrALE As SHOWN ONST2020-0001 445 - sI , 435 - STA 10+07.83 I ITII ITY l.RC]SSIN[.• PROP 8" PVC SEWER 430- 445 - 445 - - 440 440 - STA 10+22.17 UTILITY CROSSING: HGL PROP 12' DIP WATER 100 r 435.99 WS --- _ 435 435 - �A. o FURNISH & INSTALL 18" DUAL WALL HDPE W1 WATER TIGHT JOINTS cv Lo M 1 iK - 430 430 - v b z c� cv j" + 3 �z� Qw> . z L=31.93 LF Q1oo=5.49 CFS V1oo=4.92 FPS LATERAL A3 CURVE DATA COURSE DELTA RADIUS LENGTH C41 8"23'26" 294.00' 48.19' C42 10"43'12" 3085.00' 57710' LINE DATA COURSE BFARInIG LENGTH L11 N 71°3415111W 15.111 L12 N 15°15'28"E 33.81' L13 N 39°57'14"W 33.93' LINE A ru TOP OF PAVEMENT F.S. (TYP) o - 445 - * * m - 445 Nr �N u I- STA 10+21.42 UTILITY CROSSING: PROP 12" DIP WATER - 440 - HGL100 - 440 438.35 WS co ti - 435 - s-f7.010(38 - 435 - 430 - `I - 430 UTILITY 7.7ROSSINg'.___. PROP 8" PVC SEWER L=31.81 LF Q100=6.98 CFS Vitro=3.95 FPS 18" DUAL WALL HDPE WI WATER TIGHT JOINTS LATERAL Al TOP OF PAVEMENT F.S. (TYP) 0 a cm c! � T 445 - +' + N N + v - 445 0�p4 a U w m gmm Imo 440 - 439.66 WS - 440 HGLgnn 435 -V � s-0.01032 - 435 430 - 1 t�2-1 - 430 L=15.11 LF Quo=6.98 CFS Vioa=5.40 FPS 18" DUAL WALL HDPE WI WATER TIGHT JOINTS LATERAL A2 PROFILE SCALES VERT 1"=4' HORIZ 1"=40' ONST2020-0001 EXTENSION .,.DEl. NO. C: Vvu6mT DROP INLET MODEL MD. A S 09363636 36' 42' .., 430 - 420 - 30" DUAL WALL HDPE WI WATER TIGHT JOINTS 24" DUAL WALL HDPE WI WATER TIGHT JOINTS L=194, 53' L=190-98' - 430 GOLF COURSE LAKE C7420.60±_ - - 420 435.54 WS 430 - IJk l ,J I1j �4 Lu H 02 LL] c+3 � LO 0 + + 04 coo 2 - 440 C°] tT a CD z f HGL1ao - 430 L=23.20 LF i-�-1 Q1ov=5.49 CFS VToo=4.92 FPS 18" DUAL WALL HDPE WI WATER TIGHT JOINTS LATERAL B l OUTSIDE 14EL04TB OF BOX +10' ■ FRAME AND GRATE ASSEta aY AVALIALLE IN 7RAFPIC OR PEDESMIAN MODELS. ■ FRAME AND SOLFG COVER A$5EMBLY AVFWAELE IN TRAFFIC: OR PEDES'FRlAN MODELS. ■ UES!GN FOR H-21144 BlRnlf,E LOADING. ■ ASSEMBLY TO BE PLACED ON A 6' BASE OF CRUS"ER RON FOR EASE OF JNSTALLAT10N AND EVEN LOAD INS'TRIBUTION. ■ FOR COMPLESE U"IGN AND PRUDUCT INFORMATION, CONTACT JEN&FN PIRECAST. *BOX ONLY I FRAME AND GRATE MODEL 140. 1 RATING ❑ WFIGs-I! S03636+DIP EDESTR4 1 I 177 LS& SC,%36-D4TI TRAFFIC 1 3" 1342 LBS. FRAME CkN BE CAST DIRECTLY 04TO BOX (f)pTIONAL) 31' ROUND TgIN (ALL KNOCKOUt SLEDCC WT AS REQUIRED. (TY11, a PLACES) MLIGH I ! `V i ILLUSTRATION IS TYPICAL -ONLY OF GENERAL SERIES CONFIGURATION' FOR SPECIFIC CONFIWIZA710N, CJALL JENSEN FORECAST. 36" X 36" DRAIN INLET T 74-21FC0 �5 36" CATCH BASIN DETAIL STA 13+76.02 D1363S 0100=24.94 CFS V1130=5.07 FPS I I Q1oo=24.94 CFS V100=8.49 FPS a_67'-I I-- PROFILE SCALESLINE B LINE B �I �- 0.67' VERT 1"=4' HORIZ 1"=40' is STORM DRAIN MANHOLE 10+00 11+00 12+00 13+00 14+00 10+00 11+00 DETAIL"A" NTS MANHOLE CONE (3.0' HIGH) ` 60" I.D. PRECAST CONCRETE RING - 4 8" THICK CONCRETE SLURRY (3 SACK) BASE L(1 CID ri GOLF COUR6'SE r TOP OF RIP RAP LIJ Y t 33 HGL1LLI STA 10+00.00 EAST -`" STA 10+00-00 SOUTH BC 1 STA 11+98.53 CIL MH 11 1 I _ _ LU Q 1' l l D=24' 19'05" STA 10+42.44 EC 18 13 - - R=100.00' 00,ODOp„W i56.E1y ` �. `r' L=42,44' � y 1 11+69 100_ 4- - f .0- 2 14 r�- � 15 r +26.70n N 39°57'14"STA 10 W 19 10' DRAINAGE EASEMENT INV 432,22 t 33.93' 1 N 28°56`42"W 14.48' WS 420.60 STA 10+33.93= 14 LATERAL 131 34 STA 13+25.00 (MARBELLA) STA 10+00.00= Qo. OUTLET SECTION CB #3 STA 13+25.00 (MARBELLA) 41 W=4.0' 1 CB #4 o NTS Q1o0=5.49 CFS r V103 4.92 FPS 03 0=5.49 CFS �s 13 17 O'3 ra V100=4.92 CFS } STA 13+83.53 17 TOG 426.5 IV INV 423.00 35 40 o--� �� CONSTRUCTION NOTES: c 1Q FURNISH & INSTALL 24" HDPE DUAL WALL STORM DRAIN (WATER TIGHT JOINTS) 14 FURNISH & INSTALL 18" HOPE DUAL WALL STORM DRAIN (WATER TIGHT JOINTS) FURNISH &INSTALL 30" HDPE DUAL WALL STORM DRAIN (WATER TIGHT JOINTS) 15 CONSTRUCT 3.0'x3.0'x4.0' PRECAST CONCRETE BOAC OUTLET W1 BOLTED PARKWAY GRATE, JENSEN OR EQUAL I LAKE OUTLET RIP RAP DETAIL �g CONSTRUCT MANHOLE PER DETAIL "A" SHOWN ON SHEET 7 I UNDERGROUND SERVICE ALERT WS �420.60 � NTS � FURNISH & INSTALL 24"x24"x18" HDPE WYE (WATER TIGHT JOINTS) ' CALL TOLL FREE 36 CONSTRUCT CLASS 2 GROUTED RIP -RAP PER DETAIL ON THIS SHEET �Lp o�Rs r °U o C] p ❑ ao 60 e0 Taff zoo 811 2 WORKING HAYS BEFORE YOU 131Ca SCALE: 1" = 40' TO RAIN LINE(IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUiNTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM 0 P.D. 109-70 STORM D RA l IV NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE )NDICATED S � ELEV. 27.941 {NAND 29) PERMIT ANDrOR A GRADING PERMIT HAS BEEN EXAMINE[) ARE ITHE OWN WITH THEIR TING THESE PLANS LOCATION WITH THEIR APPROXIMATE LOCATION AND EXTENT. ]FESS! 4 � ITV ➢U 109-70 CHISELED SQUARE p ROVE ENT P LA N ISSUED_ AND EXTENT, THE OWNER, 8Y ACCEPTING THESE EREOR THE OWNER. BY ACCEPTING THESE PLANS OR �4 �' �+l g� Uk! uli 1i 1 31] ➢{' ON CANAL BRIDGE S.E. PROCEEDING WITH IMPROVEMENTS AND PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT' Q �Y WING WALL. 2.0 MILES S. THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO WC)Lt] t1Ni7E#2SlC�NED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �� ' CIVL ENGINEERING • LAIRD PLAITING FOR �' ALONG JACKSON ST. FROM IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES � � � 4g-725 yEREl�A ROAD p ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND PALM DESERT, CA 92260 HWY. 111. THEN 2.0 MILES CLUB VILLA THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE C-9 m Pit (765) 275-1653 W. ALONG AVE. 50,45 FT. TRACT NO. 37790 ;7 HEREON. IN THE EVERT OF DISCREPANCIES UNDERSIGNED, NOT INDICATED OR SHOWN ON THE wEST Ok= MADISON ST- AMSING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS RIFQUIRI=D TO TAKE DUE RECORDS EXAMINED_ THE CONTRACTOR €$ REQUIRED � NaN26gB2 AND 18' S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRYA CiUNNEY, P, E, RCE NO, 49418 � EXP. 3-31-22 � LINE B STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES DR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN CITY ENGINEER �� GiVIL FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTUPE5 FOUND AT THE p -q P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW 1)4 OF SECTION 27, T,6_S_, R,TE., S.S.M. OF 7 SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSISIL(rY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE D w ' SCALE. PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY 7HE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30120 DATE: OF CpLx FOR= W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK_ ENGINEER DATE: SCALE AS SHOWN ONST2020-0001 HWY 111 HIM-- IWO A' r- I�s Iu r 52NC1 AVE U Q NTA H0V' Ca - PROJECT AIRPDtE - SITE 58TH AVE. LU AVE. 62ND AVE. VICINITY MAP N TS SECTION 27, T.6.S., R.7_E., S.B.B.& M. OWNER/DEVELOPER: SUNRISE LQ, LLC 81-570 CAR13ONERAS LA QUINTA, CA 92253 PH:(760) 777-1776 APPLICANT: SOILS ENGINEER'S STATEMENT I STATE THAT I HAVE REVIEWED THESE PLANS AND FIND THAT THEY SUBSTANTIALLY CONFORM TO THE RECOMMENDATIONS SET FORTH IN REPORT NO. 544 8139 DATED 9-5-2018, _ LETTER OF UPDATE 1 FEBRUARY 19, 2020.r- BRETT-ARSON -- DATE SLAUDEN ENGINEER G 45090 GOLF CENiIFK PARKWAY, SUITE F, INDIO, CA 92201 (760)863-0713 ESTIMATE OF QUANTITIES: THE ESTIMATE OF QUANTITIES SHOWN ON THESE PLANS IS FOR OBTAINING A PERMIT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR HIS OWN QUANTITIES FOR BIDDING PURPOSES. UTILITY PURVEYORS: WATER: COACHELLA VALLEY WATER DISTRICT - 760-398-2651 SEWER: COACHELLA VALLEY WATER DISTRICT - 760-398-2651 ELECTRIC: IMPERIAL IRRIGATION DISTRICT - 800-303-7756 TELEPHONE: FRONTIER -800-4 3-5000 GAS: THE GAS COMPANY - 800-427-2200 CABLE: SPECTRUM - 760-340-1312 NOTE: CONCRETE IN CONTACT WITH SOIL SHALL BE TYPE V AND CONFORM TO THE CITY OF LA QUINTA STANDARDS AND THE SLADIDEN ENGINEERING SOILS REPORT. • AL "c" a SLOp,E VARIES 1 0°� M P.E. 2%MIN SUNRISE LQ, LLC 81-570 CARBONERAS LA QUINTA, CA 92253 PH:(760) 777-1776 ENGINEER: WATSON ENGINEERING 50-200 MONROE STREET INDIO, CA 92201 PH:(760) 275-1553 BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF ANDALUSIA PER TRACT NO. 31681-2, MB 397134-44, BEING N 62-16745"F. BENCHMARK: BM # P.D. 109-70 ELEV. 527.941 (NAVD 29) 109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL, 2.0 MILES SOUTH ALONG .JACKSON ST. FROM HWY. 111. THEN 2.0 MILES WEST ALONG AVENUE 50, 45 FT. WEST OF MADISON ST. AND 18' SOUTH OF AVENUE 50. ASSESSOR'S PARCEL NUMBERS: 764-200-071, 072, 013, 075 FEMA FLOOD ZONE: ZONE X (AREA OF MINIMAL FLOODING) PANEL 06065C2925G, AUGUST 27, 2008 SHEET INDEX: SHEET 1: TITLE SHEET SHEETS 2-5: STREET PLAN & PROFILE SHEET 6-7: STORM DRAIN PLAN & PROFILE UNDERGROUND SERVICE ALERT CALL TOLL FREE $�i�4RE Y 811 v 4 V 2 WORKING DAYS BEFORE YOU DIG IN THE CITY OF Ul QUINTA, CALIFORNIA STREET & STORM DRAIN IMPROVEMENT PLAN FOR 8:..� R ANUER50#�f G? No. C45315 rrI CIVIL ENGINEERINIG CAl-LFO�� SHEET INDEX: SHEET 1: TITLE SHEE71INDEX MAP SHEETS 2-5: STREET IMPROVEMENT PLAN & PROFILE SHEETS 6-7• STORM DRAIN IMPROVEMENT PLAN & PROFILE 7' 6, AC,PAVEMENT 2% 2°%u P1L S�Op'E � p,Ft11rS I% MAN VALLEY GUTTERj I J t VALLEY GUTTE E BASE COURSE d 0 - - PROP 8" SEWER MAIN PROP 12" WATER MAIN STA 10+00.00-STA 13+52.30 STA 10+00.00-STA 12+11.55 STA 20+56.50-STA 22+07.39 ((MARBELLA ONSITE STREET PRIVATE 28' TYPICAL SECTION (NO PARKING) NOT TO SCALE TI=F 1.1; R=17 COMPACTED SUBGRAD EAST RAW 26' F1L LANDSCAPING PAL LL s"oP,E VAR✓ 10%MAX ES P.E. 2°11� IN CLUB VILLA MARBELLA TRACT 37790 IN THE NW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. STORM DRAIN NOTES: (CABLE S M AND A T 1. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO APPLICABLE CALTRANS HIGHWAY DESIGN MANUAL STANDARDS AND SHALL BE UTILIZED WITHIN THE CITY ROW. RCP SHALL BE SEALED WITH NON -SHRINK GROUT THROUGHOUT THE INSIDE CIRCUMFERENCE AND AT THE TOP 1/2" EXTERIOR CIRCUMFERENCE. 2. STORM DRAIN MANHOLE RINGS AND COVERS SHALL BE ALHAMBRA FOUNDRY A-1497 OR EQUIVALENT PER ASTM A-48, CLASS 356 IRON. DIPPED TWICE IN ASPHALT OR COAL TAR OIL (AC INSTALLATIONS), GALVANIZED LIDS & RINGS (CONCRETE INSTALLATIONS), HAVE 30" MINIMUM CLEAR OPENING, AND BE STAMPED "SD" ON COVER. 3. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE LOCATION AND FREQUENCY REQUESTED BY THE CITY'S INSPECTOR OR AS DETERMINED BY THE SOILS ENGINEER. 4, STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITY ACCEPTANCE. 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE _ I• � � RETENTION/INFILTRATION FACILITIES. THE CONTRACTOR SHALL CONDUCT, IN THE � r PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY - SHEET y DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. END: R 5 -� TC TOP OF CURB =sue jl FL FLOW LINE C/L CENTERLINE 7 I. 3 RAW RIGHT-OF-WAY l 65 2 TP TOP OF PAVEMENT . 1 � • STA STATION BVC BEGINNING OF VERTICAL CURVE EL6 MVC MIDDLE OF VERTICAL CURVE ' EVC END OF VERTICAL CURVE 7 BC BEGIN CURVE Q�� I EC END CURVE Li I 63 62 GB GRADE BREAK A.C. ASPHALT CONCRETE i A.B. AGGREGATE BASE 51 kic%l soBCR BEGIN CURB RETURN 10 ECR END CURB RETURN 66 - > MAX MAXIMUM 60 11 NTS NOT TO SCALE EP EDGE OF PAVEMENT HP HIGH POINT 59 12 LP LOW POINT 58 13 EX EXISTING PROP PROPOSED $7 EG EXISTING GROUND 15----;�57 14 C&G CURB AND GUTTER p `1 MH MANHOLE OY 06 � 56 15 r ' + � WV WATER VALVE L 64 55 16 e. PROPOSED ASPHALT PAVEMENT ca INDICATES EXISTING ASPHALT PAVEMENT AND CONCRETE REMOVAL AREA � I 53 INDICATES EXISTING Y PAVERS OVER 6" fi7 18 CLASS 2 A.B. PER LANDSCAPE 04 52 19 ` . CONSTRUCTION PLAN L-1.01 0 00 _ go 51 20 1 48 CB #1 { W , 47 100=6.98 i _ 45 46 68. 44 • ' 43 }.... ti �' 42 B #2 39 40 41 - � 100=6.98 CF5 21 CB # _� STORM DRAIN LINE A 22 I Q10o=5.49 CFS 24" S.D. SHEET 6 25 24 23 1. 27 26 38 -- 29 1 1 1 1 CB #4 37 1o0=5.49 5 I 1 36 i I 32 ��� go 35 34 33 _ 10 GRAPHIC SCALE 0 150 0 75 150 30010 6W - ��00 30" S.D. • VALLEY GUTTER vp 1 INCH= 154 FT, VALLEY GUTTER COMPACTED SUBGRADE BASE COURSE go WEST RAW NL LEVEL LINE 0.14' D STA 15+64.72-STA 17+41.27 j ,--, MARBELLA `� ONSITE STREET PRIVATE (NO PARKING) NOT TO SCALE TI=6.5 R=17 PIL 36' C/L 18' 71 5' SLOpE S v p�1 r-AC.PAVEMENT 2/u 1IN LANDSCAPING 3: AA,. ----PROP 8" SEWER MAIN go � STORM DRAIN LINE B iN DEX IVIAP 0 oo PROP 12" WATER MAIN�STA 10+00,00-STA 20+56.50 SHEET 7 STA 13+52.30-STA 22+37.69 CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES CONTINUED MARBELLA ONSITE STREET (PRIVATE) 36' TYPICAL SECTION NOT TO SCALE TI=6.5 R=17 MNSTRUCTION NOTES & ESTIMATE OF QUANTITIES SEAL - CITY APPROVED BY THE CITY OF LA QUINTA NOTE. UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE WORK CONTAINED WITHINTHESE PLANS SHALL ALL UNDERGROUNE) UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS ALL REPORTED UNDERGROUND THE OWNER OR ORTSTRU AND THOSE NOT COMMENCE Ut%rnL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT - ISSUED. AND EXTENT- THE OWNER, BY ACCEPTING THESE PLANS OR THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF THERETO, AGREES TO ASSUME LIABILITY AND TO BOLD UNDERSIGNEDFORANY MADE IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO FROM EXISTENCEHARMLESS UCiD UND RESUUTILFTIES OR STRUCTURES NOT REPORTED TO THE HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED BRY CKINNEY, P.E. RCE NO.49418 ARISING AFTER COUNTY APPROVAL OR DURING PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO CITY ENGINEER CONSTRUCTION THE PRIVATE ENGINEER SHALL FOR THE DETERMINING: AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES THE CONTRACTOR'S PROTECT THE UTILITIES OR STRUCTURES SHOWN AND A1iY OTHER UTILITIES OR 57RUCTURES FOUND AT THE BY DATE APPR DATE DATE° BE RESPONSIBLE ACCEPTABLE SOLUTION AND FiEViSING THE FOUND AT THE SITE. IT SHALL BE RESPONSIBILITY E NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS THE UTILITIES OR MARK REVISIONS EXP. DATE 9136120 PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORESTARTING WORK. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER SEAL - ENGINEER 4�O1FE.SS1 Will N0.26662 z EXP_ 3-31-22 CIVIC- -9- [� CAL 1 GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDAIqCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTFY THE CITY OF LA QUIVTAPUBLI C WORKS DEPARTMENT T FORTY-EIGHT €GHT �48 ) HOURS PRIO R TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT 760) 777--7048- 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED 13Y HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES, 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 8. THE CONTRACTOR SHALL NOT DISTURB EMSTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAM TO 5:30PM MAY 1ST TO SEPTEMBER 30TH: MONIDAY THROUGH FRIDAY 6:00AM TO 7:OOPM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, ORE WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3.30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER- 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUITED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB): B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP): AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS. PAVING NOTES: 1. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO THE LATEST EDITION OF SECTION 400 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) GREEN BOOK- NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWER COURSES): 1118-B3-PG70-10 THE WEARING COURSE SHALL BE 0.1 FT OR 1.2 INCHES THICK (MINIMUM) INCLUDING GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. A SINGLE 3 INCH LIFT OF WEARING COURSE IS ALLOWABLE IN PARKING STALL LOCATIONS CONDITIONAL ON A PRE -APPROVED CITY EQUIVALENT WEARING/BASE SECTION. CLASS 2 BASE OR CRUSHED AGGREGATE BASE IS TO BE UTILIZED FOR ALL PAVEMENT SECTIONS. ONSITE RECYCLED BASE OR EQUAL IS ALLOWABLE SUBJECT TO CITY ENGINEER APPROVAL. NO CRUSHED MISCELLANEOUS BASE IS ALLOWABLE. CITY STANDARD 195 SHALL. BE UTILIZED FOR ALL ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTIONS. RUBBERIZED ASPHALT IS NOT ALLOWED WITHOUT PRIOR CITY ENGINEER APPROVAL, 2. MIX DESIGN REQUIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL su%4IT FOR CITY APPROVAL, A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MEN(ERAL AGGREGATE (VMA), AIR VOIDS, AND S-VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. 3, A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES, AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT, THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-'k H" CONFORMING TO SECTION 203--3 OF THE STANDARD "GREEN BOOK" SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLON/YARD. PAVEMENT SHALL BE RETACKED IF THE WEARING COARSE HAS RECEIVED TRAFFIC LOADS, HAS A PARTICULATE OR DEBRIS COATING OR WILL BE PAVED GREATER THAN 24 HOURS FOLLOWING THE BASE COURSE PAVING OR EQUAL. 4. ALL REMNANT PATCHES OF ASPHALTIC CONCRETE (FLOATERS) 2 FT IN WIDTH OR LESS SHALL BE REMOVED AND REPLACED. FLOATERS IN EXCESS OF 2 FT IN WIDTH MAY BE REQUIRED TO BE REMOVED AND REPLACED AS REQUIRED BY THE CITY ENGINEER. SIGNING & STRIPING NOTES: I. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPNG WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS- 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY CA MUTCD. 3, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AND CITY OF LA QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED, 4, RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM CITY ENGINEER. 5, TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS_ THERE SHALL BE A MINIMUM OF 7 DAYS BETWEEN THE APPLICATION OF THE FIRST AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITH RADIUS ENDS, LEGENDS, ETC., PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPOVED BY CITY ENGINEER. 7. WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE CONTROL POINTS (ON 50 FOOT CENTERS - I.E. STATIONS AND HALF STATIONS) PLACE] DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING 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 LAME 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. 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY 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 HIGH -POWER VACUUM, 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 W€TH 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 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. 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A,) AT 1-800-422-4133) AND OBTAIN AN INQUIRY iDENTIFICAT10N NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE_ 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14, STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE UTIL€ZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAXAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER, CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES CONTINUED BENCHMARK: BM # P-D. 109-70 ELEV_ 27.941 (NAVD 20) W1ON 109-70 CHISELED SQUARE ON CANAL BRIDGE S.E. WING WALL_ MILES S. CIVIL ENGINEERING ! LAND PLONEING ALONG JACKSON ST, FROM jy 48-725 YERBENA ROAD HWY. 111. THEN 2.0 MILES PALO DESERT, CA 92260 W. ALONG AVE. 50. 45 FT. ft (760) 275-1553 WEST OF MADISON ST. AND IB' S. OF AVE. 50. BY: LLOYD W. WATSON R.C.E. NO. 26662 SCALE: -- _ GATE: SCALE AS SHOWN WDID NO. 7 33C387384 IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: STREET & STORM DRAIN IMPROVEMENT PLAN FOR CLUB VILLA MARBELLA TRACT NO. 37790 INDEX SHEET IN THE NW 114 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 7 SHTS. FOR: I WO FILE NO' Address List C& Q" Club Villas at Andalusia _�IA"Milu_ o.IX TR 37790 14,j 63 58936 Marballa 5"35 1 62 S9 SMS 2 5ll#5 4 Sam 5 61 5" 5$865 6 so Sam 558ib 7 59M 0 Sam 9 59 599W SM 10 58 5o10 S"15 11 S7 SMS 12 56 51}350 am 113 55 SMS 34 94 Sam SBn56 15 52 M970 S8975 17 51 58 59M 16 50 96990 S69d1E9 19 20 SM5 21 T =23� 25 59065 �6 49 59M S9075 27 MOO 39M 20 4T 59095 29 #6 00 591" 30 'D9C110 59115 31 44 Sta= 59125 32 43 =30 59i35 33 42 59240 59"s 34 41 97 4 59155 35 40 59180 59M 30 39 59270 5917S 35 ftpldL T�-..�.�.��.�.��-.�.�.-.rv,-�s�.r-.swvti..-=�r� :.•�.�-!rye+--�R^rr'+-ar.�s+++�r"'4�'—`.��.r--�prrrM-f,L�, , - PERM IT/CASE#: FACILITY NAME RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL CITY OF LA QUINTA 78-495 CALLE TAMPICO, LA QUINTA CA 92253 MAIN: 760-777-7000 DIRECT: 760-777-7074 FIRE AND LIFE SAFETY INSPECTION LOG/ORDER TO COMPLY FSINSP2022-0005 ANDALUSIA - TR37790 FACILITY ADDRESS: MARBELLA NOTICE NO: DATE: CONTACT: 8/23/2022 NOLAN SPARKS PAGE N; The items below are in violation of or shall meet additional requirements of one or more of the following: ❑ CALIFORNIA FIRE CODE ❑ CALIFORNIA BUILDING CODE ❑ LA QUINTA MUNICIPAL CODE ❑ NFPA STD. ❑ CCR TITLE ❑ OTHER Fire Clearance is granted for the release of all remaining building permits for this tract subdivision only. Upon inspection and research, the following was observed and requires additional attention and adjustments: 1) Office of the Fire Marshal was not provided the opportunity to review and approved the On -site Street Improvement submittal (ONST2020-0001). This resulted in inconsistencies of fire lane marking and provision of a "obstructions to fire access" that was not approved by the Fire Code Official. (2) The ONST2020-0001 signed Mylar plans were resourced and analyzed. The grammar selected and identified for the posted signage related to the narrower roadway elements that would restrict fire access clear width is not compliant with preferred Fire Standards."Not Stopping Anytime" is not adequate as no reference is given to the impact as far as "Fire Lane". LQ OFM is requesting a correction to sign language consistent with required standard. (3) The ONST2020-0001 signed Mylar plans identify a collection of bollards to be placed on the end of the residential cul-de-sac with connecting elements of the extension of Marbella roadway access element for the Clubhouse areas. These bollards, though removable, were not reviewed or approved by the Fire Code Official and are not preferred. (CFC 503.4, .5, .6) This connection is required as part of OFM conditioning and review of a subdivision. No leg of a development shall exceed 1,320 feet from the circulating road to the furthest parcel frontage, measured along the centerline of the road (s) elements - without requiring connection to another circulating element and provision of a secondary means of access/egress. This secondary access/egress is intended to provide free-flow(un-restricted) emergency egress to residents of the affected community. *When it is desired by the developer to install a restricting element (typically a gate) across this access component - it shall be approved by the Fire Code Official.**LQ OFM is not supportive of these bollards and suggests their removal. #LQ OFM will be required to inspect the tract subdivision at time of project buildout to confirm compliance with standards. The listed violations/requirements shall be corrected immediately. A re -inspection will be conducted on or after 20 FAILURE TO COMPLY MAY RESULT IN LEGAL ACTION AND/OR SIGNIFICANT DELAYS FOR APPROVAL. Received By: Fire Inspector: FSS Kohl Hetrick Signature: Radio I.D.: I-630 IF YOU HAVE ANY QUESTIONS OR NEED ADDITIONAL INFORMATION, PLEASE CALL 760-777-7074