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PG2020-0032:E:aff CITY OF CITY OF LA QUINTA SITE COUNTY OF RIVERSIDE AVENUE 54TH VICINITY MAP CONSTRUCTION NOTES ?UANTT PESTIMATE Mu _... -RTW R/`M BEGINNING OF CURVE MOD 6" THICK P.C.C. CONCRETE DRIVEWAY. SEE LANDSCAPE PUN BOT. /N' OCONSTRUCT FOR FINISH, COLOR PND DETAILS 466 SF BEGIN VERTICAL 4" THICK P.C.C. CONCRETE DRIVEWAY. SEE LANDSCAPE PLAN NO. NUMBER OCONSTRUCT FOR FINISH, COLOR AND DETAILS 2,118 SF NOT TO SCALE CONSTRUCT 4" THICK P.C.C. CONCRETE WALKWAY. SEE LANDSCAPE PLAN O O3 BOB COLOR, FINISH AND DETAILS 272 SF 4" THICK P.C.C. CONCRETE STEEPING PADS. SEE LANDSCAPE PAD ELEVATION 6 �A�SIL OCONSTRUCT PLAN FOR COLOR, FINISH AND DETAtc 20 SF OS CONSTRUCT 4" THICK P.C.C. CONCRETE WALKWAY / SLAB 1,440 SF POINT OF REVERSE CURVATURE CONSTRUCT FREESTANDING BLOCK WALL PER CITY OF LA QUINTA EDGE OF PAVEMENT PROP. O6 BUILDING & SAFETY STANDARDS (PER SEPARATE BUILDING PERMIT) 800 LF O7 INSTALL YARD GATE SEE LANDSCAPE PUN FOR FINISH, COLOR AND DUALS -2 EA OB PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 2 6 EA $ S CONSTRUCT COURTYARD BLOCK WALL PER ARCHITECT'S PLAN (PER • 1 O9 SEPARATE BUILDING PERMIT) 27 LF ESTMATES 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 DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 150 C.Y TOTAL FILL (RAW): 150 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING. UTILITIES WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER CCACHEII.A VALLEY WATER DISTRICT (760) 398-2651 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 GAS THE GAS COMPANY (800) 427-2200 TELEPHONE VERIZON (800) 483-5000 CABLE T.V. TIME WARNER (760) 340-1312 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTE TO CONTRACTOR - EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTIUTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT. DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN ME PUNS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. NOTE TO CONTRACTOR - SITE CONDITIONS CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPUES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR MSA CONSULTING, INC. NOTE TO CONTRACTOR - DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE BOWLINES SHOWN. R IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES. PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBIUTY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWEUS, RETENTION WINS. HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER. ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. R IS RECOMMENDED NAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. Dig Safely DIG ALERT DIAL TOLL FREE INV 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDEBGIIOMq SERVICE ALERT OF SOUTHERN CALFORNA A���i)V)W: SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE ACQUIRED FOR ALL WALLS. BASIS OF BEARING C/L OF MONROE STREET TAKEN AS N021'06"E PER FINNS 98/92 FEMA FLOOD ZONE DESIGNATION PER FIRM PANEL 2300 OF 3600 COMMUNITY -PANEL NUMBER 060245 2300 B DATED MARCH 22, 1983 TRACT NO. 31202 HAS A FLOOD ZONE DESIGNATION -C" IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ESTA TES A T RANCHO SANTANA d ®Big D ®� ®a Poo �BE B TRACT NO. 31202 PRECISE GRADING PLAN LOTS 27 AND 28 SUBDIVIDING A PORTION OF THE NORTH 1/2 OF SECTION 10, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. PREPARED FOR, DESERT ESTATES DEVELOPMENT, INC" 78-401 HIGHWAY 111, SUITE •X• LA QUINTA, CALIFORNIA 92253 (760) 777-9920 RAW— - R1W - - -. _... -RTW R/`M BEGINNING OF CURVE MOD MIDDLE OF CURVE BOT. /N' CITY OF LA QUINTA, CALIFORNIA NO NATURAL GRADE BVC BEGIN VERTICAL CURVE NO. NUMBER C&G CURB AND GUTTER SMB NTS NOT TO SCALE C/L O PCC POINT OF COMPOUND CURVATURE C.Y. CUBIC YARDS PE PAD ELEVATION 6 �A�SIL U R.R. SPIKE IN P.P. AT N.W. COR. AVE 50 AND MONROE Sr. I PIG • • EA Lin -P PRC POINT OF REVERSE CURVATURE EP EDGE OF PAVEMENT PROP. PROPOSED ESMT. EASEMENT RUE "" EVC END VERTICAL CURVE A RIGHT-OF-WAY EX. $ S PRECISE GRADING - LOTS 27 AND 28 • 1 FF FINISHED FLOOR TO TOP OF CURB • FINISHED GRADE RANCHO SANTANA DR TOP OF FOOTING • FLOWUNE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/22 TOG TOP OF GRATE GB — m*+\ TOP OF PAVEMENT HP HIGH POINT TRW T - INVERT TV TOP OF VIEW FENCE LF LINEAR FEET e CHO SANT;7/4iiiswir TOP OF WALL LP LOW POINT TYR. TYPICAL b- s> x x N n N • • SOUTH s NORTH (W) WEST N N a tl i+ EXTENDED FOOTING — — PROPOSED RIGHT-OF-WAY PROPOSED CENTERUNE e — PROPOSED PUBUC UTILITY EASEMENT — P 4— 1. 4— r PROPOSED SWAN FLOWLINE + PROPOSED WEDGE CURB AND GUTTER _— n BLOCK WALL PROPOSED TR. $YAP NO. $9302"3 SEE LANDSCAPE PLANS FOR DETAILS r PROPOSED AIR CONDITIONING UNIT n ? 64 EXISTING WATER MAIN x tl ----'--- -- -- EXISTING SEWER MAIN �( EXISTING FIRE HYDRANT EXISTING WATER METER 'F CONCRETE RICOCHET WAY_ n - -� °- t4 + D u>v i n b a N i ! i N 9 __-z + i a -$EANSCUIT WA + ic r M Q + 4f b 'I 3 TR. wL no. 09208"9 3_ I'ry N N N y N N a N w a w + r ¢ m ' + s u 2 3�_ )¢ + 10 OROUGHBRED < v CHARSMATIC WAY > N G N N — — Z — +47 N N m n ! b N N N rx IM •1 N N N x N 47 x w y 4. IRAIP H. $9303 \ _N y y N N 41 b ��` TR. AP .3 3- DEN LNKS DR.N N n m N N / uer —T 6mx MOUNT v AIN i y N x N n m N m m i i UR. DR. OUNTAIN SPUR DR. ��fiNl NL=LI'>I 'L0 R'�� 0' 200' 400' 600' 800' SCALE 1"=200' INDEX MAP © Copyright 2020 MSA Consulting, Inc. All Rights Reserved 707-800"099 AGRICULTURAL I Imo. Iyc^d:�rqz w DATE�ORES DATE CITY OF LA QUINTA GENERAL NOTES 1, ANY GRADING PERFORMED TO ESTABUSH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE IA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED M PROCEED WITH THE FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE U QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PUN. 4. THIS PUN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PUNS AND PERMIT ISSUED BY THE U QUINTA PUBUC WORKS DEPARTMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTNNING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PUN. 7. AFTER CLEARING PUNT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED M A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90X) RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS. B. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PIANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBUC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PUN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 TO APRIL 30: MONDAY-FRIMY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPTEMBER 30: MONDAY-FRIMY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. i -Ll D7lli14rP1:YIy� •dvLtq:Jynn' THE CONTRACTOR IS TO USE HIS OR HER BEST EFFORTS TO MAINTAIN THE INTEGRITY AND LOCATION OF THE EXISTING SURVEY MONUMENTS SHOWN ON THESE PLANS. IF FOR ANY REASON THE CONTRACTOR INADVERTENTLY DAMAGES OR NEEDS TO REMOVE AN EXISTING SURVEY MONUMENT DURING CONSTRUCTION, R IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE THE SERVICES OF A LICENSED SURVEYOR PRIOR TO REMOVAL AND OR REPLACEMENT OF THE EXISTING MONUMENT. ABBREVIATIONS AC ASPHALT CONCRETE MAX, MAXIMUM BC BEGINNING OF CURVE MOD MIDDLE OF CURVE BOT. 8070M CITY OF LA QUINTA, CALIFORNIA NO NATURAL GRADE BVC BEGIN VERTICAL CURVE NO. NUMBER C&G CURB AND GUTTER SMB NTS NOT TO SCALE C/L CENTERLINE PCC POINT OF COMPOUND CURVATURE C.Y. CUBIC YARDS PE PAD ELEVATION DIR DIRECTION R.R. SPIKE IN P.P. AT N.W. COR. AVE 50 AND MONROE Sr. I PIG POINT OF INTERSECTION GUTTERS EA EACH TRACT NO. 31202 - ESTATES AT RANCHO SANTANA PRC POINT OF REVERSE CURVATURE EP EDGE OF PAVEMENT PROP. PROPOSED ESMT. EASEMENT RUE PUBUC UTILITY EASEMENT EVC END VERTICAL CURVE R/W RIGHT-OF-WAY EX. EXISTING PRECISE GRADING - LOTS 27 AND 28 S/W SIDEWALK FF FINISHED FLOOR TO TOP OF CURB FG FINISHED GRADE 960.320.9811 msaconcuklrgine.eom TF TOP OF FOOTING FL FLOWUNE CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/22 TOG TOP OF GRATE GB GRADE BREAK TP TOP OF PAVEMENT HP HIGH POINT TRW TOP OF RETAINING WALL INV. INVERT TV TOP OF VIEW FENCE LF LINEAR FEET TW TOP OF WALL LP LOW POINT TYR. TYPICAL (E) EAST (S) SOUTH (N) NORTH (W) WEST LEGEND EXTENDED FOOTING — — PROPOSED RIGHT-OF-WAY PROPOSED CENTERUNE — PROPOSED PUBUC UTILITY EASEMENT — P 4— 1. 4— r PROPOSED SWAN FLOWLINE PROPOSED WEDGE CURB AND GUTTER FREESTANDING BLOCK WALL PROPOSED SEE LANDSCAPE PLANS FOR DETAILS ® PROPOSED AIR CONDITIONING UNIT ----- --_w-- EXISTING WATER MAIN --- ----'--- -- -- EXISTING SEWER MAIN �( EXISTING FIRE HYDRANT EXISTING WATER METER CONCRETE DWT / SUB - -� °- N0, REVISIONS APPROVED DATE 500) ULNUH INDIO BM #99 ELEV. 499.71(NVGD29+(@ rmcrnKLU UNULK IHL UIKLGI oUrcnvnlUN Ur K.D.L. nu. ULSIGN BY APPRUVLU BY UNIFY OP LA QUINTA CITY OF LA QUINTA, CALIFORNIA �'� T�' �'` MSA CONSULTING, I I V MARK _ C43880 SMB N'- > PLANNING > CIVIL ENGINEERING > LAND SURVEVINC R.R. SPIKE IN P.P. AT N.W. COR. AVE 50 AND MONROE Sr. I SIGNATUR DRAWN BY 9M5 ' f ¢ TRACT NO. 31202 - ESTATES AT RANCHO SANTANA p JULIAN A. DE U TORRE 34200 Bob Hope Drive, Rancho Mirage, C4 92290 DATE CHECK BY B N MCNINIJ .. DATE PRECISE GRADING - LOTS 27 AND 28 2 960.320.9811 msaconcuklrgine.eom EXPIRES 06-30-21 (L-(�.-}tJ JAB CITY ENGINEER R.C.E. 49418 EXPIRES 09/30/22 SUBDIVIDING A PORTION OF THE NORTH 1//2 OF SECTION 10, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNAkDINO BASE AND MERIDIAN. P&Zo1A-vol 2 _ --®T F /B --------L 172.fi9 - - - .- -- - II/ `' 484.6 TY 490.60 � 100.4 484.8 484.6 6 B� J 484.8 68.43' 6 FG o 484. FG <j II TY/ 490.80 n 1W 494.80 m Bl�' 484.50 r T 4 4. rL ^r FL -HPf . Y4840483.93 484.08 8 .90 FL 4849E5H�'- L 5 84.29 485.14 FIT 30' 484.90 484.90 : K o CASITA ✓484.20 CASITA 'd"1. 9'� FF 485.27 I4� 484.70 .70 - PE 484.6 15•L fit .o FF 486.47 s 483.85 ITT 484.96 all e ls. PE 484.8 83.97 1 15' 8 485.74 5 48.5' L4.19 FL 52.5' Tk a 484.78 mi B r.I10 . 484.94 10' 1 LOT 27 Wk Ile d 4 FS 1 LOT 28 o , 1 PLAN 7 48459 A 0 .A '_'°:5 '. LOT 28 FUTURE FF 485.47 • 483.92 484.02 484.50 6 - PLAN 7XR 1 h PE (@S88•C§) FL HP\ll PE 484.8 • .fix f FF 485.27K 484.21 484.13 • ae3.ea a PE 484.8 485.14 _ ,DD ,o FL TW 490.60 ➢Y 490.80 X48 ° 5 - K e 485.04 485.00 5 L -O ° B 6 7 TF 483.27 5 484.94 484.30 47.96' TF 484.13 i� 6 - 485.02 FS 484.80 7 TW 411 484. K L 484.20 B 5 484.80 4. 1I483.87 200E 184.48 3 FL -GB 8 485.14 K� 494.80 FS TF 4832] 1 m 484.82m a 5 1 --` 1 484.30 484.64 TF 48347 48390 484.94 FL -GB TW 490.80 FS GF 484.83 6 6 L- « ^ < o FS I FG 484. 5 GF 484.80 2 a iS o TYI 490.60 i 4.83.46 a TF 484.13 iW 480.80 -K m 4 4.6 FL Gg� \ 8 9 G 4TW 94.8° K 3 TF 48347 �� 18443 ° u TF 483.D :m TF 484.13 _ _ �.° 484.83 TW 490.60 1W 490.60 FS 4 7 - m- - <^- 5 '\�.. 4.6 9 B 484.6 \ 1- 4.47 4 ^I 483 87 i84 19 a TF 483.27 1F 483.27 - 481 483.30 483.64 484.56 3 -- - 3 4 FL 4 / - 1 a TC 483.9r151 _ \ 84 --- -- -. _ iC 48349 ---''-- .0.50 483.31 10 48. 3 483 03 TG 482. -.. •� - _ --1+ O - - MOUNTAIN SPUR DRIVE 122+00 - - Dig Safely DIG ALERT DIAL TOLL FREE 1-800-227-2600 �n AT LEAST TWO DAYS BEFORE YOU DIG No.4 REVISIONS TC (482.86) 0.50A TC (482.611/�. I - 3+00 ARPROVED DATE MSA CONSULTING.. > PLANNING > CIVIL ENG)NEERING> LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 9]2'!0 760320.9811 me•comukinglnec•m O Copyright 2020 MSA Consulting, Inc All Rights Reserved IBENCH INDIO BM 199 ELEV. 499.71 (NI MARK R.R. SPIKE IN P.P. AT N.W. COR. AVE. 50 AND MONROE ST 14+00 DATE ed MANAGER IA OUINTA DATE O1 CONSTRUCT 6' THICK P.C.C. CONCRETE DRNEWAY. SEE LANDSCAPE PIAN FOR FINISH, COLOR AND DETAILS OCONSTRUCT 4' THICK P.C.C. CONCRETE DRNEWAY. SEE WdDSCAPE PVN FOR FINISH, COLOR AND DETAILS OJ CONSTRUCT 4' THICK P.C.C. CONCRETE WALKWAY. SEE LANDSCAPE PLAIN FOR COLOR, FINISH AND DETAILS O4 CONSTRUCT 4' THICK P.C.C. CONCRETE STEEPING PADS. SEE LANDSCAPE PVN FOR COLOR, FINISH AND DETAILS O5 CONSTRUCT 4' THICK P.C.C. CONCRETE WALKWAY / SLAB QB CONSTRUCT FREESTANDING BLOCK WALL PER CITY OF LA DUINTA BUILDING 4: SAFETY STANDARDS (PER SEPARATE BUILDING PERMIT) O] INSTALL YARD GATE SEE LANDSCAPE PLAN FOR FINISH, COLOR AND DETAILS O PROVIDE DRAINAGE SWALE OPENING PER DETAIL ON SHEET NO. 2 O9 CONSTRUCT COURTYARD BLOCK WALL PER ARCHITECTS PLAN (PER SEPARATE BUILDING PERMIT) EXPIRES 06-30-21 TYPICAL STREET 8ECTION (EXISTING PRIVATE STREET) NTS SECTION A -A FREESTANDING WALL SIDE YARD DETAIL NTS C43880 JDR��=ByDATE B N MCKIN .E.CITY ENGINEER R.C.E. 49418 EXPIRES 1 SECTION B -B FREESTANDING WALL REAR YARD DETAIL NTS OMIT ONE HALF BLOCK AT Sal i < FLWALL FOOTING FLOWUNE IN INCREMENTS AS SEE PLW NECESSARY TO PROVIDE EMERGENCY N OUTLET FOR YARD DRAINAGE. 6' MIN. OPENING WITH 2' MIN. COVER OVER TOP OF FOOTING TYPICAL SIDE YARD WALL OPENING DETAIL" NTS "nn'" CITY OF LA QUINTA, CALIFORNIA V'�//g.,-/_- TRACT NO. 31202 - ESTATES AT RANCHO SANTANA DATE PRECISE GRADING - LOTS 27 AND 28 SUBDIVIDING A PORTION OF THE NORTH 1/2 OF SECTION 10. 2 OF2