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FSINSP2022-0004
ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT NATIONAL MORTGAGE & LAND COMPANY 300 EAGLE DANCE CIRCLE PALM DESERT CA 92211 (760)772-7227 LWILLIAMS@SUNRISEC O.COM BILL TO NATIONAL MORTGAGE & LAND COMPANY 300 EAGLE DANCE CIRCLE PALM DESERT CA 92211 (760)772-7227 LWILLIAMS@SUNRISEC O.COM CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE ARMANDO MAGALLON 3/7/2022 3/7/2022 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 THIS NOTE ONCE FEE IS USED. CONDITIONS Description: ANDALUSIA / FIRE TRACT INSPECTION / TR31681-3 Type: FIRE SPECIAL INSPECTION (WEB) Subtype: Status: ISSUED Applied: 3/3/2022 AMA Parcel No: 764700011 Site Address: 59000 MADISON ST LA QUINTA,CA 92253 Approved: 3/3/2022 AMA Subdivision: TR 31681-3 Block: Lot: Y Issued: 3/7/2022 AMA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $0.00 Occupancy Type: Construction Type: Expired: 3/7/2023 LRO No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Printed: Monday, March 06, 2023 4:34:15 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FSINSP2022-0004 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR NATIONAL MORTGAGE & LAND COMPANY 300 EAGLE DANCE CIRCLE PALM DESERT CA 92211 (760)772-7227 LWILLIAMS@SUNRISEC O.COM OWNER SUNRISE LQ LLC 81570 CARBONERAS LA QUINTA CA 0 (760)772-7227 nsparks@andalusiacc.c om INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES TRACT ACCESS/HYDRANT VERIFICATION LIN 3/9/2022 3/9/2022 APPROVED W/EXCEPTIO N Water and access approved. Pending installation of blue reflectors TRACT ACCESS/HYDRANT VERIFICATION LIN 5/31/2022 5/31/2022 APPROVED See remarks LOTS 25, 34, 35, 50, AND 52. BRES2022-0386 TO 0389 AND 0391. FIRE FEE WILL BE TAKEN FROM OVERPAYMENT ON FSINSP2022-0005. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE SPECIAL INSPECTION 101-0000-42421 0 $167.00 $167.00 3/4/22 WEB10921 635778993 84 CREDIT 288130 ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $177.00 $177.00 3/4/22 R69320 WEB10920 CREDIT NOLAN SPARKS AMA FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $167.00 7/27/22 WEB12603 674939794 CREDIT 288130 ECON Total Paid for FIRE FEES: $511.00 $511.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/4/22 WEB10921 635778993 84 CREDIT 288130 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$516.00 $516.00 Printed: Monday, March 06, 2023 4:34:15 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FSINSP2022-0004 TRACT ACCESS/HYDRANT VERIFICATION LIN 5/31/2022 5/31/2022 APPROVED See remarks LOT 34&35 already had lumber dropped. I reminded Chris that they must wait until this inspection has been conducted and passed. Chris stated he'd relay msg to his boss, Nolan. TRACT ACCESS/HYDRANT VERIFICATION KHET 8/3/2022 8/3/2022 APPROVED W/EXCEPTIO N SEE NOTES Lots 113-146 Fire clearance to permit the release of Building Permits is granted. Future inspections for compliance and final tract buildout is required. Items to be confirmed include: (1) Fire lane marking and signage installed per approved plans if existing (or provide plans for review and approval). *Maximum roadway width is 32-feet and requires one side to be permanently marked for restricting parking as 24-feet clear width is required for fire access exclusive of the 8- feet required for each side of parking desired. (2) All water main control valves in roadways shall be elevated to finished grade and made accessible. *Presently 2-3 inches below fished asphalt grade and the gate valve lid is pressed by the asphalt and is not easily accessible. (3) Once finished asphalt cap is installed - blue DOT reflectors installed at hydrant locations. TRACT ACCESS/HYDRANT VERIFICATION LRO 9/8/2022 9/8/2022 APPROVED THIS INSPECTION WAS FOR LOT 38 TR 31681- 3 REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS Printed: Monday, March 06, 2023 4:34:15 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FSINSP2022-0004 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/9/2022 KOHL HETRICK Tract 31681-3 Address Map.pdf Tract 31681-3 Address Map.pdf 1 DOC 9/5/2022 KOHL HETRICK Pod I Lots 37 thru 44 - 31681-3.pdf Pod I Lots 37 thru 44 - 31681-3.pdf 1 BOND INFORMATION 1ST PERMIT TECH (1 DAY) ARMANDO MAGALLON 3/3/2022 3/4/2022 3/3/2022 APPROVED FIRE TRACT/HYDRANT INSPECTION Printed: Monday, March 06, 2023 4:34:15 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FSINSP2022-0004 UNDERGROUND SERVICE ALERT CALL TOLL FREE ORE Y' U v O 811 1 2 WORKING DAYS BEFORE YOU DIG 2ND SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON 1/31/19 EXCEPT FOR THE REVISIONS NOTED HEREON. Q pessigyq I o JO W. wQT F No. 26662 ` J Jy a * EXP. 3-31-22 7{ C* CALF GRADE TO DRAIN (TYP. ALL LOTS) FL F 41.87 = FL L=70,51 z z 0 co TW 48.61 42 TF 41.27 FL 41.97 0.97 FL 41.00 42.33 FL FL L=50.67 1-=g9.13 cz z w1 G i o n .n TW 48.72 TF 41.38 42.52 f FL 42.09 r I FL L=1.52 40.62 42 28 42.50 GRADE TO DRAIN (TYP. ALL LOTS) FL L=15.35 FL 42.50 L=2.30 Z' L-14.87 L=25.41 FL 40.70 FL CD 0L=39.77 C zo ' 0 0cq TW 48.87 TF 40.20 x- a BRY MCKINNEY, P.E. RCE NO. 49418 CITY ENGINEER 7-13-20 20EXP. DATE 9/30120 DATE: 7 42.48 TW 49.11 40.78 FL TF 41.77 BY FL REVISIONS 0 42.73 ENGINEER FL 42.66 i FL 5' L=1.52 40.62 40.40 FL FL L=15.35 REVISED UNIT TYPE FOR LOT 42 Z' z NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. CD 0 40.52 FL y 5' D 20 30 40 6D 100 SCALE: 1" = 20' IN FEET) 1 z L= 1J7 oTWTF FL APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE ti 2020 -tl g 20 20 A,•; .TEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA REQUIRED UTILITY REVISIONS EMSUM WL CIV URRE FL v 39.75 FL L=65.10 Z O z 0 0 40 07 I o 38 39 o PLAN 23 PLAN 22o PE=440.60 o F F=441.20 PE=441.10 ? FF=441.70 5' o Q2 ABANDON 4" SEWER LATERAL O3 ABANDON V WATER SERVICE 4 INSTALL 1" WATER SERVICE NOTE: FOR REFERENCE ONLY. CVWD APPROVAL REQUIRED. GRADE TO DRAIN (TYP. ALL LOTS) 1 39.74 FL 40.04 L=65.03 FL z L=24.19 Z o L=49.37 o 0 K I I 40.1 FL 0 37 AnoJ, PLAN 22 ° PE=440.50 0 1 o - 5 FF=441.10 0 IQ FL ', 5 a -------------- 5' ' 0 40 5' a _ oUoPLAN22R ` IR - J- N lc: 1 - 42 51 PE=441.40 - 1 0 PLAN 22 z FF=442.00 40.80 / 5'-'- j5' 36a85$ `n 43"' P E=443.10 a `o ° Q - H P 40.30 0 aPLAN22 a _ o a f 1 o FF -443.70 -n . 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L=65.96 42 j 0 41.93 41.68 41.71 TC TC L=66.32 ----- 41.53 TC58 TC TC `''- MH41 TC 41.18 TC28 ; l? 3 - L=10.82 (-=59.61 41.23 TC U _ - rn 41.47 41.41 TC M H 4155 TC TC 41.59 Tc* _ TC m T FH EX 8" VCP SEWER MAIN EX 8" DIP WATER MAIN L 1 EX VALLEY GUTTER FH HP HP ^ rte Ac HP II It r we 41.10 i ti HP o c vc 40.5( D HP00 9 Ac o o ac HP o o 0 0 A c o 0 o jjr+ o 0 j Atc O t Do 5 r o G F=441.10 5 o o o . 5 5' o Arc o GF=440.50 o AMC \ 40.52 41.08 GF=440.60 39.92 MAC o FL -GB FS FL -GB 5' 40.5$ 1 TW 46.60 0 I TW 47.20 _ TF 39.27 40.48 ° 41.08 ' 39.97 40.58 FS FS TF 39.86 2 0 i i FS 1 40.49 FL' - FS - _ 39.97 1 G F=441.40 5.71% j F - FL -GB 2°o 0 40.48 j- 5' 1 WA L OPENING 40.82 a 40.88 I - - TW 46.72 N N` FS TW 46.57 I SEE DETAI 41-38 FL -GB FS -GB o o TF 39.38 0 0 5.71% j TF 39.24 FS42.75 1 5' r o a r a a nf u o 0 40.28 i - 40.17 40.78 FL -GB GF=443.30 - \ o _ o Nj FS -GB 9. $ FL GB FS - _D TW 46.91 4 7 41.38 p w ,0 111 FL GB - TF 39.587W8.8 N n.cci r- avvui co 0 TF 40.20 - ( n t=65.461 FH L=65.09 2 I r EX EP o 0i - rJ43.28 . 4 17 0 42.6$ 40.8 I _ 40.00 - - - o r 0. 40.10 X9.44 L= 00FS _ B 41.21 39.49 39.04 39.28 3q 5 65.02 j0 ©w FL -GBFLGFLGB40.14 TC TC TG TC -. 0 39,0$ 39.16 .- FS -GB T TC f o 40.52 40.90 6.86% TC 4 TC TC TC a o o FL 40.39 FS -GB 40.07 MH - _ _ _ - -MH TC 39.41 L 65.26 CD 1, ° FS TC _ TC M20 / 5D 1 eo T ° 7 r I. rn 39.82 3 -- `` {3 39.50 jr TC T 1-20% g TC , ` - co 7 L- _ cv TC0642.40 42.4$ FS23 39.74 T i J I,. FS \. FS - P TC EX 8" VCP SEWER MAIN- rn 41.74 L=72.72 _'- TC 11.55%° EX 8" DIP WATER MAIN 0 42.26 EX VALLEY GUTTER EX 3 41.18 Lu FS j EASSMENT a C66f 8X 60" [3 FH FH _ ON MAIN o r no nFl LSHBSCaFL a EI _ RLUSIA _ °°_ MH rn 36.91 - TC -- N HMAPK' CALIFORNIA SHEET NO SEAL - ENGINEER BEG IIN THE CITY OF LA QUINTA, ELEV. P.D. 41 (N PRECISE GRADING PLANMAyr O H E i„1 R ( H a 109-7 CHIS EDS U Q OFESS / lul uu V ON C CHISELED SQUARE ON CANAL BRIDGE S.E. FOR CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. AMENDMENT NO. 2 TRACT 31681-3 48-720 VERBENA ROAD ALONG JACKSON ST. FROM O PAN DESERT, CA 92260 HWY, 111. THEN 2.0 MILES LOTS 37-44 PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. No. 26662 m WEST OF MADISON ST. 1 AND 18'S. OF AVE. 50. EXP. 3-31-22 } 1pIx CIVO- P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NE & SE 114 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. ATF OF CAL\F /_ /_ 1 SCALE: FOR: W.O. FILE NO: DATE: D ZSCALE AS SHOWN PGa.oaa- 0015 UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE 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 LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE 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 RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE 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 LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE 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 O THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. A REVISED UNIT TYPE FOR LOT 42 SEAL - CITY APPROVED BY THE CITY OF LA QUINTA NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. REVISED UNIT TYPE FOR LOT 41 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 OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. BRY MCKINNEY, P.E. RCE NO. 49418 CITY ENGINEER 7-13-20 20EXP. DATE 9/30120 DATE: 7MARKBYDATE REVISIONS APPR DATE ENGINEER SEAL - ENGINEER BEG IIN THE CITY OF LA QUINTA, ELEV. P.D. 41 (N PRECISE GRADING PLANMAyr O H E i„1 R ( H a 109-7 CHIS EDS U Q OFESS / lul uu V ON C CHISELED SQUARE ON CANAL BRIDGE S.E. FOR CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. AMENDMENT NO. 2 TRACT 31681-3 48-720 VERBENA ROAD ALONG JACKSON ST. FROM O PAN DESERT, CA 92260 HWY, 111. THEN 2.0 MILES LOTS 37-44 PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. No. 26662 m WEST OF MADISON ST. 1 AND 18'S. OF AVE. 50. EXP. 3-31-22 } 1pIx CIVO- P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NE & SE 114 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF SHTS. ATF OF CAL\F /_ /_ 1 SCALE: FOR: W.O. FILE NO: DATE: D ZSCALE AS SHOWN PGa.oaa- 0015