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140058/31/20218/31/219/1/2021 PL VARIES - RETENTION BASIN LOT "M" I 2' BENCH 3 VIEW FENCE PER FL PER PLAN RG PLAN AND PER SEPARATE PERMIT TRW PER PLAN O w FG PER I PLAN N > 459.00 TYP. 100 YEAR WS=457.50 _ ----------- S�-�e; MIN. 1% MIN. �� c SECTION 3 NTS D PER PLAN RETAINING WALL PER RG PLAN AND PER SEPARATE PERMIT -TF PER PLAN SEE ARCHITECTURAL PLAN FOR EXACT SPECIFICATIONS OF EXTRA DEPTH FOOTING CURVE TABLE A R L A 10'07'13" 1600.00' 282.61' B1 5.03'36" 600.00' 52.99' FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON ON 2/13/2014, EXCEPT FOR THE REVISIONS NOTED Ql HEREON. QOF ESS/04 O J lF No. 052496 EDWARD J. LENTH * Exp. 12-31 R.C.E. 52496 JT ciV1E DATE:Zei/ZJ 9TFOF CAOF� J PAD=462.8 APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: TRACT NO. 304oD�4 512eT Y1 _A�1. <" 51zy/zoz� AJ OR EGA DATE CHER] FLORES DATE MB 342/100-104 BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA X W �0 190 1s ^ (PAD=467.6) "D=467.8) I I --- -------- ---------�---------I I---- --------------�r -Z T -----------i r------- ------ - -----------�)----------� T---- j 471.87 TW�EX. STEPS o 2 1 EX_2_1 SLOPE _- I ------------Ls_=�=�_= o --r---- ----- ----- --- 1 1467.13 TF) ---- 1 _ ------------------------- ----------- ------------------- N p�h - - - - - 14.50' 464.7 N 0.5% 465.0 465.5 ---1 4' 1 FL FL FG 1Q, I W 6k1` 20.0' 472. 200 TW II k �G 466.00 TRW a I 464.00 TF 1 7 1 o 10' 14.5' 14.5' 10' 465.74 FF FF=466.17 2- I I I ! I 474.54 TN PUE 4: PUE 465.24 FS PAD=465.5 0 1 N I o ''I I (473.87 TW) kis 6"STEP 465.2 1 x I EX. STEP 9 466.17 FF J - M D N FL HP 20.0' 1 (466.65 TF) I k6� �G 6 5X 2X 4FS 4 STEP I' 472.00 TW 0 ' �� ' w' 8.3X ry 2.0% � I- � 13 14 15 1 6 o 466.00 TRW O.o' ED �: p;o�pc, Q i � to 464.00 TF 465.5 FG PAD=462.9 PAD=463.5 PAD=464.1 PAD=464.7 I E f o0 9•�X c` 465'2 FG o 3 FG 2 ED 465.0 ac C4 V) 3.6X FL GB x ac 1465. I a 125.17 FG t (473.92 TW) 0 Ch1 465.2 (466.08 TF) 212% 464.3 0.5X FG �G GB r 0.3' ED r 0.2' ED 0.0' ED ac ac 18.0' 473.33 TW a o0 10 ti 2 4.0% o' 464.9 FIG '? 465.0 FG 3 465.2 FG I I I 467.33 TRW 66' I m c(o 464.7 I 465.33 TF Q k �G k6 t 2.0% ' R r-1 56 4.5% � � 472.00 TW o 6 1 k6 F L33.5'.465.87 FF 466.00 TRW N I I ppb F 3.4 465.54 FS 464.00 TF se ��FS 1 , - 4"STEP 464.9 j w 473.31 TWj EX. STEP ------------------ -, _ _ - - IkO� �G 465.32 FS 18 HIP I ----------------------- - - - - - - - - 464.99 FS ^ 1 465.08 TF� EX. FF=465.87 I 1 STEP -------------- ---- --------------------------- w 4"STEP 2% PAD=465.2 � -I 4 I D-MOD(R) r�{ (473.20 TN) EX. STEP 6L, G(472.62 TW 01 �°' ^� $ 464.2 465.53 TF ti• ti raS EX. STEP 1p ti k6 g -- k �`� FL/GB I I 464.93 TF� 1 k6 � ©1s1 FS I F ; � �� 2 464.7 4FG2 I I k6, s SANTO THOMAS _-- ------ ----- -- Q cel I I 8.6 1 0.5X FL I --------- 125.37 _.. 1 I I (472.61 TW - - -- --�$ 462.18 FS --- N. k0`t �c' �m l 2 �g �., 6p! I T 4.0X (464.93 TF) �° �G ♦1 1 �0 0`y roti I roti I rah k6 �G 461.68 FS 6 ro 0 2 k60� k6ti k6ry k6 g h k �G kpL�Oi' i a /�� 463.7 0.5X "4646.7 4, 4, 472.00 TW ,Lg 6 1 0 5 �G 1 FL/GB sef E-_ 466.00 TRW °° �•6�• 6� 1 Uj L=51.36' 3.00' (,7 1 N .0' 464.00 TF G L=69. 6' ® 1 4 SSK I� 2 471.33 TW 2% K L=69.03' K ® ----------- - - N `R co W! __� 2% 465.33 TRW 0 462.0 2 o a= o _-------- -at I � � � 463.33 TF I C, I I ------ FL GB 2 1 470.00 TW �; ��� 470.67 TW 1 k6 I kroS S 465.37 FF 464.4 CD 1 _ (472.60 TW) NOTES se 1 469.50 TW 1M niJC-4 2 }ci �} M 464.67 TRW F ,0 464.82 FS 465.04 FS o o 464.00 TRW I� d 462.67 TF 463.4 F) Q 464.49 FS q• P 1 9 FL HP �I (464.78 TF) (V N 462 4 463,Sp TRW 462.00 TF 462.9 463.4 K FL/GB I Z �yp ^ 4'p° FF=465.37 "' '� 1❑ CONSTRUCT -THROUGH WALL DRAINAGE PER ,o I EA K I DETAIL SHT. NO. 1 PER SEPARATE PERMIT 461.50 TF N 463. 2 FS M ae FL/G FL GB G 1 Lq FL/GB " 463. 2 FS ^ 0' 470.67 TW Q t 3__3X PAD=464.7 d 9.7 4 FL2G8 M x•42 464.67 TRW 33.5' r ❑2 CONSTRUCT MASONRY GARDEN WALL PER 463.92 FS GF=464.07 W `� r D -MOD SEPARATE PERMIT 5. 462.9 GF=463.57 MI . x'92 FS 462.67 TF L CR 2�0% 00 I aef 463.42 FS 0.4' ED 6'STEP F k F`' 4.6% F GB A 3 EXISTING RETAINING WALL TOPPED WITH N GF=463.07 ® ❑ 00 0.4 ED 463.9 FG o I I 2 3 1 (472.60 TW) VIEW FENCE PER ROUGH GRADING PLAN. N 463.97 FF Q 464 2 2 462.9 FG o `� N' I 6 II 0.3' ED II 0.2' ED 0.0' ED FIL 464.47 TF t 4 EXISTING DRIVEWAY APPROACH TO BE 463.64 FS Nf{ N I x,00 4•9X �` 464.4 FG 464.5 FG 464.7 FG 4647 I I I ( ) ❑ 4" �� 3 I GF=464.47 J FS ac ac FG PROTECTED IN PLACE. 3 Ac N 10. 1 463.8 FL GB O ac 2 g GF=463.47 9•T GF=463.97 zo 0.2' ED - I II W I 2• .. 0 125.47 0 5 1 (472.59 TW) ❑5 NOT USED s 0 464.47 FF 464.1 FG 464.97 FF N 0 09 i I (464.22 TF) FF=463.97 0.2' ED 464.64 FS 463.2 �5�.. A 464.2 PAD=463.3 463.1 FG 464.14 FS 4"STEP I I k6 G 16% . FL GB 6�B r I I 472.00 TW ti Z 6 0.4' ED r 0.3' ED 0.1' ED Z I © EXISTING MASONRY PERIMETER WALL TO BE PROTECTED 4 SEEP I O 2 i D `:.: 471.33 TW I I 1 466.00 TRW IN PLACE D(R) 27 FF=464.97 I_ I 1� pg ,10.1% � 463.8 FG � 463.9 FG 3 464.1 FG ;` ,: I I I 464.00 TF K 2� J ti• 6�. 470.66 TW 471.33 TW 465.33 TRW L� 0 o-- 2% FF=464.47 2 PAD=464.3 �I J g ES k Fc' 4 64.6 RWM q T 63.33 TF I J PAD=463.8 M 3 D -MOD I ; �. 4. 6 63.3 F WI N� D-MOD(R) 0.03 ED 2 1 0 ~ - eti�� 1.0% C) w7 k 1 0 0.0' ED 0' 3 FG 0.0' ED 463.8 FG 5. Q EXIST. RESIDENCE 2 463.3 FG 2 463 3 AG AC 463.8 o 1 j U i 2 O 38.5' w CONSTRUCTION NOTES Z 470.00 TW 463.3 470.67 TW R Fl 463.8 1d 18.5' 18.5' 10 6 2% 464.00 TRW FL 464'67 TRW ac Ur- PUE FF=464.87 4' 01 REMOVE EXISITNG DRIVEWAY APPROACH (OR PORTION THEREOF) Q 462.8 462.67 1F a �` I PAD=464.2 463.9 j H 462.8 462.67 TF FL 464.0 F_ I 2010 Z3 HP 02 CONSTRUCT DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. 221 Z a I 463.5 FL HP - ae F-� C Ni o I I �I I I I U3 CONSTRUCT EXTRA DEPTH FOOTING PER ARCHITECTURAL PLANS/ 463.0 FL HP 05% a , 0.5% 0.5X._06 �� o 1 I SPECIFICATIONS AND DETAIL ON SHEET 2 469.50 TW 3 FL HP 0. i% o 0.5X m 464.3 I "~ (472.57 TW) ®• - - - POOL STIR. 9' 0 463.50 TRW 0.5X o 463.8 f FG L=43.79' 25.28' F� 1, �� 1 ; 463.4 da 2 463.9 (OPnoNal) (464.54 TF) J O O N 463.3 463.8 FG L=1 70' L o "�� 4.3%' FL/G L1 "' 0.5% 464.2 Q 462.17 TF 69.00' 463G3 125.62' HP 5, �I 1 1 72.00 TW FG 6 L=56.49 ---- �� t kp 470.66 TW 466.00 TRW 0 458 I; i ksp G 464.66 TRW 470.66 TW 1464.00 TF V 462. 464.66 TRW 1 ch 456 - ---_ ` 462.66 TFqCq*N - -- ----- ------------- ! 21 - ------------------ I� L� 1 0 0 I M S i� PAD=463.8 ": '� RETENTION �� �� S SHEET 2 GRAPHIC SCALE 0 BASIN 20 0 10 20 40 80 L) NOTE: Q OC ELEV. Q100=457.50 BUILDING WALKWAYS/PATIOS PER IN FEET) ~ LANDSCAPE ARCHITECTS PLAN 1 inch= 20 ft. Z Q J CL t REVISE BUILDING FOOTPRINT'S, WALLS AND PRECISE PREPAR UNDER THE DIRECTION OF: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA 0 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 41865 Boardwalk GRADING FOR LOTS 17-19 AND 26-28. RpFESS/p M o R S E Suite 218 Z_ ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY QQ Nq� . Palm Desert, CA 92211 PRECISE GRADING PLAN OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �F, J. DATE: ZG 2 Voice: 760-674-5776 SHT. Q THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE y�� Fy EDWARD J. L THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. '� O �' • S C H U L T Z s - R.C.E. 52496 EXP. DATE 12/31/22 TRACT NO. 34243 - CORAL MOUNTAIN TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT - zcberghOmdsconsulting.net RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES 052496 R TRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL u, m REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO d Exp. 12-31-22 a APPROVED BY: PHASE 4, LOTS 17-20, 26-28 of sHTs. uJ ��f P L A N N E R S E N G I N E E R S S U R V E Y O R S EXAMINED. THE CONTRACTOR UTILITIES REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM * * J 1�" �--•-� DATE:.S ZS Z Vi UITI�LTES ORSURES O PROTECT TRUCTURESEFOUNDAT OTHESSTE. ITES SHALL HESHOWN AND ANY CONTRACTOR'S ER PERFORMANCELIABILITY, OF WORK REAL THSALLEGED, PROJECT,I EXCEPTINGTILABILITY ARISING ITH THE9TFOFV I LiF\ SCALE: SEE ABOVE B E N C 466 USER(29THENGRS 1941 RIV. CO. A USBR DISC SEr IN CONCRETE POST POR. OF S 1 2 OF S 1 2 SEC. 21 T.6S. R.7E. S.B.B&M MARK REVISIONS APPR. DATE CA ( / , LJJ RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BR N MCKINNEY EXP. DATE 9�30�22 NOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE CONCERNED BEFORE STARTING WORK. I DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER R.C.E.49418 DATE: APRIL, 2021 ELEV= -64955 + 50000 = 435045 FOR: ALTA VERDE BUILDERS W 0 NO: OC a L d, I - QQ `� I:\82400\PG\PG4-03.dwg 5/17/21 RESIDENTIAL LOT I RESIDENTIAL LOT DWELLING PL GARAGE WALL STEM WALL I FINISH FLOOR 2' MIN. o 8" TYP. v I o 3 J- ED -PER PLAN REQUIRED) I o w o GARAGE(AS o_ c FLOOR F� 207 1q. MW. FG 5q IV N MI. 2:� z PER PLAN � w 0 3' MIN. 0 TYPICAL EXTRA DEPTH FOOTING DETAIL O SEE ARCHITECTURAL PLAN FOR EXACT SPECIFICATIONS OF EXTRA DEPTH FOOTING CURVE TABLE A R L A 10'07'13" 1600.00' 282.61' B1 5.03'36" 600.00' 52.99' FIRST SUBSTITUTE MYLAR THIS MYLAR IS IDENTICAL TO THE MYLAR APPROVED BY THE CITY ENGINEER ON ON 2/13/2014, EXCEPT FOR THE REVISIONS NOTED Ql HEREON. QOF ESS/04 O J lF No. 052496 EDWARD J. LENTH * Exp. 12-31 R.C.E. 52496 JT ciV1E DATE:Zei/ZJ 9TFOF CAOF� J PAD=462.8 APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: TRACT NO. 304oD�4 512eT Y1 _A�1. <" 51zy/zoz� AJ OR EGA DATE CHER] FLORES DATE MB 342/100-104 BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA X W �0 190 1s ^ (PAD=467.6) "D=467.8) I I --- -------- ---------�---------I I---- --------------�r -Z T -----------i r------- ------ - -----------�)----------� T---- j 471.87 TW�EX. STEPS o 2 1 EX_2_1 SLOPE _- I ------------Ls_=�=�_= o --r---- ----- ----- --- 1 1467.13 TF) ---- 1 _ ------------------------- ----------- ------------------- N p�h - - - - - 14.50' 464.7 N 0.5% 465.0 465.5 ---1 4' 1 FL FL FG 1Q, I W 6k1` 20.0' 472. 200 TW II k �G 466.00 TRW a I 464.00 TF 1 7 1 o 10' 14.5' 14.5' 10' 465.74 FF FF=466.17 2- I I I ! I 474.54 TN PUE 4: PUE 465.24 FS PAD=465.5 0 1 N I o ''I I (473.87 TW) kis 6"STEP 465.2 1 x I EX. STEP 9 466.17 FF J - M D N FL HP 20.0' 1 (466.65 TF) I k6� �G 6 5X 2X 4FS 4 STEP I' 472.00 TW 0 ' �� ' w' 8.3X ry 2.0% � I- � 13 14 15 1 6 o 466.00 TRW O.o' ED �: p;o�pc, Q i � to 464.00 TF 465.5 FG PAD=462.9 PAD=463.5 PAD=464.1 PAD=464.7 I E f o0 9•�X c` 465'2 FG o 3 FG 2 ED 465.0 ac C4 V) 3.6X FL GB x ac 1465. I a 125.17 FG t (473.92 TW) 0 Ch1 465.2 (466.08 TF) 212% 464.3 0.5X FG �G GB r 0.3' ED r 0.2' ED 0.0' ED ac ac 18.0' 473.33 TW a o0 10 ti 2 4.0% o' 464.9 FIG '? 465.0 FG 3 465.2 FG I I I 467.33 TRW 66' I m c(o 464.7 I 465.33 TF Q k �G k6 t 2.0% ' R r-1 56 4.5% � � 472.00 TW o 6 1 k6 F L33.5'.465.87 FF 466.00 TRW N I I ppb F 3.4 465.54 FS 464.00 TF se ��FS 1 , - 4"STEP 464.9 j w 473.31 TWj EX. STEP ------------------ -, _ _ - - IkO� �G 465.32 FS 18 HIP I ----------------------- - - - - - - - - 464.99 FS ^ 1 465.08 TF� EX. FF=465.87 I 1 STEP -------------- ---- --------------------------- w 4"STEP 2% PAD=465.2 � -I 4 I D-MOD(R) r�{ (473.20 TN) EX. STEP 6L, G(472.62 TW 01 �°' ^� $ 464.2 465.53 TF ti• ti raS EX. STEP 1p ti k6 g -- k �`� FL/GB I I 464.93 TF� 1 k6 � ©1s1 FS I F ; � �� 2 464.7 4FG2 I I k6, s SANTO THOMAS _-- ------ ----- -- Q cel I I 8.6 1 0.5X FL I --------- 125.37 _.. 1 I I (472.61 TW - - -- --�$ 462.18 FS --- N. k0`t �c' �m l 2 �g �., 6p! I T 4.0X (464.93 TF) �° �G ♦1 1 �0 0`y roti I roti I rah k6 �G 461.68 FS 6 ro 0 2 k60� k6ti k6ry k6 g h k �G kpL�Oi' i a /�� 463.7 0.5X "4646.7 4, 4, 472.00 TW ,Lg 6 1 0 5 �G 1 FL/GB sef E-_ 466.00 TRW °° �•6�• 6� 1 Uj L=51.36' 3.00' (,7 1 N .0' 464.00 TF G L=69. 6' ® 1 4 SSK I� 2 471.33 TW 2% K L=69.03' K ® ----------- - - N `R co W! __� 2% 465.33 TRW 0 462.0 2 o a= o _-------- -at I � � � 463.33 TF I C, I I ------ FL GB 2 1 470.00 TW �; ��� 470.67 TW 1 k6 I kroS S 465.37 FF 464.4 CD 1 _ (472.60 TW) NOTES se 1 469.50 TW 1M niJC-4 2 }ci �} M 464.67 TRW F ,0 464.82 FS 465.04 FS o o 464.00 TRW I� d 462.67 TF 463.4 F) Q 464.49 FS q• P 1 9 FL HP �I (464.78 TF) (V N 462 4 463,Sp TRW 462.00 TF 462.9 463.4 K FL/GB I Z �yp ^ 4'p° FF=465.37 "' '� 1❑ CONSTRUCT -THROUGH WALL DRAINAGE PER ,o I EA K I DETAIL SHT. NO. 1 PER SEPARATE PERMIT 461.50 TF N 463. 2 FS M ae FL/G FL GB G 1 Lq FL/GB " 463. 2 FS ^ 0' 470.67 TW Q t 3__3X PAD=464.7 d 9.7 4 FL2G8 M x•42 464.67 TRW 33.5' r ❑2 CONSTRUCT MASONRY GARDEN WALL PER 463.92 FS GF=464.07 W `� r D -MOD SEPARATE PERMIT 5. 462.9 GF=463.57 MI . x'92 FS 462.67 TF L CR 2�0% 00 I aef 463.42 FS 0.4' ED 6'STEP F k F`' 4.6% F GB A 3 EXISTING RETAINING WALL TOPPED WITH N GF=463.07 ® ❑ 00 0.4 ED 463.9 FG o I I 2 3 1 (472.60 TW) VIEW FENCE PER ROUGH GRADING PLAN. N 463.97 FF Q 464 2 2 462.9 FG o `� N' I 6 II 0.3' ED II 0.2' ED 0.0' ED FIL 464.47 TF t 4 EXISTING DRIVEWAY APPROACH TO BE 463.64 FS Nf{ N I x,00 4•9X �` 464.4 FG 464.5 FG 464.7 FG 4647 I I I ( ) ❑ 4" �� 3 I GF=464.47 J FS ac ac FG PROTECTED IN PLACE. 3 Ac N 10. 1 463.8 FL GB O ac 2 g GF=463.47 9•T GF=463.97 zo 0.2' ED - I II W I 2• .. 0 125.47 0 5 1 (472.59 TW) ❑5 NOT USED s 0 464.47 FF 464.1 FG 464.97 FF N 0 09 i I (464.22 TF) FF=463.97 0.2' ED 464.64 FS 463.2 �5�.. A 464.2 PAD=463.3 463.1 FG 464.14 FS 4"STEP I I k6 G 16% . FL GB 6�B r I I 472.00 TW ti Z 6 0.4' ED r 0.3' ED 0.1' ED Z I © EXISTING MASONRY PERIMETER WALL TO BE PROTECTED 4 SEEP I O 2 i D `:.: 471.33 TW I I 1 466.00 TRW IN PLACE D(R) 27 FF=464.97 I_ I 1� pg ,10.1% � 463.8 FG � 463.9 FG 3 464.1 FG ;` ,: I I I 464.00 TF K 2� J ti• 6�. 470.66 TW 471.33 TW 465.33 TRW L� 0 o-- 2% FF=464.47 2 PAD=464.3 �I J g ES k Fc' 4 64.6 RWM q T 63.33 TF I J PAD=463.8 M 3 D -MOD I ; �. 4. 6 63.3 F WI N� D-MOD(R) 0.03 ED 2 1 0 ~ - eti�� 1.0% C) w7 k 1 0 0.0' ED 0' 3 FG 0.0' ED 463.8 FG 5. Q EXIST. RESIDENCE 2 463.3 FG 2 463 3 AG AC 463.8 o 1 j U i 2 O 38.5' w CONSTRUCTION NOTES Z 470.00 TW 463.3 470.67 TW R Fl 463.8 1d 18.5' 18.5' 10 6 2% 464.00 TRW FL 464'67 TRW ac Ur- PUE FF=464.87 4' 01 REMOVE EXISITNG DRIVEWAY APPROACH (OR PORTION THEREOF) Q 462.8 462.67 1F a �` I PAD=464.2 463.9 j H 462.8 462.67 TF FL 464.0 F_ I 2010 Z3 HP 02 CONSTRUCT DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. 221 Z a I 463.5 FL HP - ae F-� C Ni o I I �I I I I U3 CONSTRUCT EXTRA DEPTH FOOTING PER ARCHITECTURAL PLANS/ 463.0 FL HP 05% a , 0.5% 0.5X._06 �� o 1 I SPECIFICATIONS AND DETAIL ON SHEET 2 469.50 TW 3 FL HP 0. i% o 0.5X m 464.3 I "~ (472.57 TW) ®• - - - POOL STIR. 9' 0 463.50 TRW 0.5X o 463.8 f FG L=43.79' 25.28' F� 1, �� 1 ; 463.4 da 2 463.9 (OPnoNal) (464.54 TF) J O O N 463.3 463.8 FG L=1 70' L o "�� 4.3%' FL/G L1 "' 0.5% 464.2 Q 462.17 TF 69.00' 463G3 125.62' HP 5, �I 1 1 72.00 TW FG 6 L=56.49 ---- �� t kp 470.66 TW 466.00 TRW 0 458 I; i ksp G 464.66 TRW 470.66 TW 1464.00 TF V 462. 464.66 TRW 1 ch 456 - ---_ ` 462.66 TFqCq*N - -- ----- ------------- ! 21 - ------------------ I� L� 1 0 0 I M S i� PAD=463.8 ": '� RETENTION �� �� S SHEET 2 GRAPHIC SCALE 0 BASIN 20 0 10 20 40 80 L) NOTE: Q OC ELEV. Q100=457.50 BUILDING WALKWAYS/PATIOS PER IN FEET) ~ LANDSCAPE ARCHITECTS PLAN 1 inch= 20 ft. Z Q J CL t REVISE BUILDING FOOTPRINT'S, WALLS AND PRECISE PREPAR UNDER THE DIRECTION OF: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA 0 UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE 41865 Boardwalk GRADING FOR LOTS 17-19 AND 26-28. RpFESS/p M o R S E Suite 218 Z_ ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY QQ Nq� . Palm Desert, CA 92211 PRECISE GRADING PLAN OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE �F, J. DATE: ZG 2 Voice: 760-674-5776 SHT. Q THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE y�� Fy EDWARD J. L THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. '� O �' • S C H U L T Z s - R.C.E. 52496 EXP. DATE 12/31/22 TRACT NO. 34243 - CORAL MOUNTAIN TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT - zcberghOmdsconsulting.net RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES 052496 R TRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL u, m REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO d Exp. 12-31-22 a APPROVED BY: PHASE 4, LOTS 17-20, 26-28 of sHTs. uJ ��f P L A N N E R S E N G I N E E R S S U R V E Y O R S EXAMINED. THE CONTRACTOR UTILITIES REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM * * J 1�" �--•-� DATE:.S ZS Z Vi UITI�LTES ORSURES O PROTECT TRUCTURESEFOUNDAT OTHESSTE. ITES SHALL HESHOWN AND ANY CONTRACTOR'S ER PERFORMANCELIABILITY, OF WORK REAL THSALLEGED, PROJECT,I EXCEPTINGTILABILITY ARISING ITH THE9TFOFV I LiF\ SCALE: SEE ABOVE B E N C 466 USER(29THENGRS 1941 RIV. CO. A USBR DISC SEr IN CONCRETE POST POR. OF S 1 2 OF S 1 2 SEC. 21 T.6S. R.7E. S.B.B&M MARK REVISIONS APPR. DATE CA ( / , LJJ RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BR N MCKINNEY EXP. DATE 9�30�22 NOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE CONCERNED BEFORE STARTING WORK. I DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER R.C.E.49418 DATE: APRIL, 2021 ELEV= -64955 + 50000 = 435045 FOR: ALTA VERDE BUILDERS W 0 NO: OC a L d, I - QQ `� I:\82400\PG\PG4-03.dwg 5/17/21