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RG2017-0007IN THE CITY OF LA QUINTA, CALIFORNIA ry"e�R"HUD ROUGH GRADING PLAN FRWY 10 THE VILLAGE GAB RIEL PE Z ATE PLANNING NAGS FRED WARING DR. CVO ANDALUSIA AT CORAL MOUNTAIN CITY OF LA QUINTA MILES AVE. TENTATIVE TRACT MAP NO, 37287 GENERAL NOTES: J*�1_ IN THE NW, NE 8c SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE HWY 111 1 CITY ORUCTF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS D ODOo N. COACH LLA - �Y , , is 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 50TH AVE p ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. - _ I 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER -_ {1 � •`�� ���������"\\\\ �i GOVERNING AGENCIES. r (' U w !� `. // ��r! 1 7� ;`, ::'. b �2`^�� - 4- THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) lR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT ( ) J i( _� �� 777 7048 - HOURS PRIG NG 760 54TH AVE. , '� D \ 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 I WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE PROJECT AIRPOR BLVD. ^„ '•.1t� . C. V;. OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. SITE H O H. 5j `^ \ > \� \ \ 6. THE CONTRA TOR SHA L BE RESPONSIBLE FOR THE REMOV EPLACEMENT OR RELOCATION OF ALL C L AL R w O he\^ \� / ` ( J ✓ REGULATORY, WARNING AND GUIDE SIGNS. 58TH AVE. �� �, '` F ate`„ O ! / ❑ / k `^ ,. , '� ✓ / / ✓ p 'I ^�.�. 1 / 7- THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC p 'l, `- " i / CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. Z [: 60TH AVE.ME f o � P ®` ^ \ o ;' _ "' EXIST-LNGi...(,.R..LR,RIGATION IN J - .`�'�' \ C B. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE / ✓ i PLANSOR FOUND DURINGCONSTRUCTION. REMOVAL M D REPLACEMENTSHALLE NE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW33966, OR A LICENSEDLAND SURVEYOR ONLY. 62NDAVE. __ �_ �'\,�\\; •.:., ,,. `�\ \\\ o (f�5j ��o �, 9- CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN lLJ Il '� OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: VICINITY MAP NTS _ �' �,�_ OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:00 AM TO 5:30 PM SECTION 27, T.6.S., R.7.E., S.B.B.& M. DUPLEX LOT GRADING (GOLF COURSE) MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00 AM TO 7:00 PM TYPICAL SECTION V^• / � / Y - � ----, ' WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. SCALE 1"=40' 'I7lt \ 2 \j N` �', ! \ NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR OWNER: APPLICANT: \ \,. :, 1 \ ) HOLIDAYS 0 WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO IS \ ✓ I \ �.\ L y GRANTED BY CITY ENGINEER. T.D. DESERT DEVELOPMENT, L.P. T.D. DESERT DEVELOPMENT � r 1� � � N SO 81-570 CARBONERAS 81-570 CARBON ERAS „� \ �\ E T, l� \ i d \ ` ° 1 � •' ---'"� `, 5'- � 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A PHONE: 760) 777-1776 PHONE:(760) 777-1776...����,,yyy,,,,,,���� ��N �� LA QUINTA, CA 92253 LA QUINTA, CA 92253 II ) I \ xq �RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ( ) ... (.•,, �..,."-° /� 1 4 §` 73- 4 ', - SHEET / 6 ENGINEER. LEGEND � / � �. � _., ��� � :v ■ ■ ■ ■ ■ ■ 1 ` ■ ■ 59 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE SHEET INDEX 100.0 PROPOSED ELEVATION �1; `� `'� -�/ \ _ CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF (100.0) EXISTING ELEVATION �1 " - • 41 ' (�a�U{ 5..�\\\� 70 WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. TC TOP OF CURB l / % b1 ` SHEET 3 "' SHEET 1: TITLE SHE GRADING MAP / // 2 7 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT SHEET 2 4: ROUGH GRADING PLAN FL FLOW LINE + 1 / SWI IS FACILITY yf,, DISCHARGE ELIMINATION SYSTEM NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO: A) FILE A C/L CENTERLINE / % j` 86 A - NOTICE INTENT TN01 R/W RIGHT OF WAY .� /' I „ / 2 ( ) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB): B) PREPARE A 5 STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. x EASEMENTS FG FINISHED GRADE - / ( I z THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM FS FINISH SURFACE 'l )I ( _ CB I3 y'7 Z s WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. HP HIGH POINT Q10=8.76 CFS Q 30.00' EASEMENT GRANTED TO UNITED STATES DEPARTMENT OF INTERIOR BUREAU OF FF FINISHED FLOOR _ I --iF i Q100=15.12 CFS 5 CB #3, N RECLAMATION PER INST. NO. 2005-0313110, 4121/2005, O.R. BC BEGIN CURVE ---� EC END CURVE �� -- - 53� .- Si 74 1 s Q70=3'2 CF5 10.00' EASEMENT GRANTED TO IMPERIAL IRRIGATION DISTRICT PER INST. NO. GB GRADE BREAK ...... > - 2 Q100=5.27 CFS GRADING NOTES: ® C&G CURB AND GUTTER m 0,40■ ■ ■ � 1lid . " 6t' S2 ■ ■ ■ ■ 48 2014-0371948, 9/30I2014, O.R. EP EDGE OF PAVEMENT ; ;� - 1 b h;,,^ 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM F COURSE 5-17, DATED: 6/2/2017. INV INVERT GOiL a ® 10.00' P.U.E. GRANTED PER TRACT NO. 31681-2, M.B. 397/34-44II\f �E�,' PREPARED BY. EARTH SYSTEMS PACIFIC,TELEPHONE N0. 45-1588. BUILDING CODE, LATEST EDITION, AND SOILS REPORT, N0. 0930 INDICATES CENTERLINE 2. THE SOILS ENGINEER AND THE ENGINEERING EGEOLOGIST SHALL)EXERCISE SUFFICIENT SUPERVISORY CONTROL - INDICATES BUILDING SETBACK ;' \ CB #2 2 1 30 Q10=1A CF DURING GRADING TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR EARTHWORK QUANTITIES: - -- L Q1o=4.70 CIF s \ 7 Qtoo=2:44 CF5 /' Q100=9.69 CFS - PURVIEW. CUT: 18,948 CY FILL: 10,54E CY PROPOSED CURB &GUTTER' I 1 38 f----�/Oe 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO VACANT 3 'r! SUBSIDENCE (0.1') : (1,108) CY SUBSIDENCE (0.1') : 1,109 CY ° - 80 ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. OVER EX SHRINKAGE: (3,450) CY SHRINKAGE (15%) : 1,748 CY� 'I l LOT 87 4 (15% x 23,000 CY) =f ~ . DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 'f`.\ I - � NET CUT: 14,390 CY NET FILL: 13,398 CY � \ VVA� `~'' / ` � - "- ADJACENT PROPERTY. r THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWNf\,�'. _ ,,._ 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS QUANTITIES FOR CONTRACT PURPOSES. NORTH / WEST 33.26' SOUTH/EAST �'i '� �` �;; j _�� f \�'jf fi RECOMMENDED BY THE SOILS REPORT. 10' 16.63' C/L 16.63' 10' �II,�r� i f �� vv % GROSS AREA 16' 16' " ��� ~� J� ( �- 6• THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 689,394 SQ. FT. (15.83 AC.) d 11' 5' 7' n- \ / �} �/ ( ` - 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND �� THE ABOVE MENTIONED SOILS REPORT. NET AREA AC,PAVEMENT _ 1 z1 31 a1 coo loco 2% 2% (3.5") 222% I •'` � �� �� �� -'- - 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3, DEEP AND BE TOTAL AREA: 15.83 AC. J� CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 764-200-071 CURB &GUTTER CURB & GUTTER A.P.N. J \ „ INDEX MAP 1INCH •E 00)FT. 9• ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS "` COMPACTED SUBGRADEJ BASE COURSE (11.5") DETERMINED BY THE UNIFORM BUILDING CODE SECTION EQUIVALENT APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE E WITH THE UNIFORM BUILDING CODE LEGAL DESCRIPTION SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. I NORTH /WET PROP 12" WATER MAPROP 8" SEWER MAIN OSSOUTH /EAST BEING LOT 85 OF TRACT NO. 31681-2, 29.26' 10- ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B.. MB 397, PAGES 34 THROUGH 44 uj 10, 14.63' C/L 14.63' 10, Uj ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION ONSITE 32.00' STREET (PRIVATE) ? 14' 14' :5 REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. FEMA FLOOD DESIGNATION TYPICAL SECTION o 9' 5' 7' a: 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" ZONE X (AREA OF MINIMAL FLOODING) NOT TO SCALE AC,PAVEMENT VALUE TESTS FOR ROADWAY SUBBASE. PARKING ON ONE SIDE ONLY o 0 PANEL 06065C2925G, AUGUST 27, 2008 ( ) 20 2 /0 2% 12• LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST f- AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL CURB &GUTTER CURB &GUTTER UTILITY AGENCIES PLANNING NOTES: EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. } 1. THE PRESENCE OF AN APPORVED AGUA CALIENTE NATIVE AMERICAN CULTURAL RESOURCE MONITOR(S) J BASE COURSE 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SHALL BE ONSITE DURING ANY GROUND DISTURBING ACTIVITIES (INCLUDING ARCHAEOLOGICAL TESTING COMPACTED SUBGRADE FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ll PROP 8" SEWER MAIN IN-PICDENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE NOTED FOR EACH TEST. ELECTRIC IMPERIAL IRRIGATION DISTRICT (760) 398-5854 AND SURVEYS). PROP 12" WATER MAI % SUFFICIENT T MAXIMUM DENSITY DETERMINATION SHALL PERFORMED TO VERIFY THE ACCURACY OF THE TELEPHONE FRONTIER (760) 864-1720 v MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. GAS SOUTHERN CALIFORNIA GAS COMPANY (760) 341-2345 2. SHOULD BURIED CULTURAL DEPOSITS ENCOUNTERED, THE MONITOR MAY REQUEST THAT ONSITE 28.00" STREET (PRIVATE) 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, TV SPECTRUM (888) 200-4388 DESTRUCTIVE CONSTRUCTION HALT ANDD THE MONITOR SHALL NOTIFY A QUALIFIED ARCHAEOLOGIST INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. (SECRETARY OF THE INTERIOR'S STANDARDS AND GUIDELINES) TO INVESTIGATE AND, IF NECESSARY, TYPICAL SECTION SCHOOL DISTRICT C.V.U.S.D. PREPARE A MITIGATION PLAN FOR SUBMISSION TO THE STATE HISTORIC PRESERVATION OFFICER AND NOT TO SCALE 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL BASIS OF BEARING THE AGUA CALIENTE HISTORIC PRESERVATION OFFICE. (NO PARKING ON BOTH SIDES OF STREET) STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. THE BASIS OF BEARINGS FOR THIS MAP IS THE 3. WITHIN 30 DAYS OF THE INITIATION OF ANY GROUND DISTURBING ACTIVITY ON THE SITE, THE PROJECT SOILS ENGINEER'S STATEMENT 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). CENTERLINE OF ANDALUSIA PER TRACT NO. PROPONENT SHALL CAUSE THE SITE TO BE SURVEYED FOR PRESENCE OF BURROWING OWL ON THE 31681-2, MB 397/34-44, BEING N 62°16'45"E. I STATE THAT I HAVE REVIEWED THESE PLANS AND FIND THAT THEY PROJECT SITE. THE SURVEYS SHALL BE CONDUCTED ACCORDING TO THE PROTOCOL IN EFFECT AT THE SUBSTANTIALLY CONFORM TO THE RECOMMENDATIONS SET FORTH q€LC'11 S'S°Q_ 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES TIME. THE SURVEY RESULTS SHALL BE SUBMITTED TO THE CITY PRIOR TO THE ISSUANCE OF ANY IN REPORT NO. 09305-17 12-11-704 DATED 1031-2012, UPDATED IN �' p?1'�' CO<S%� �^,':..• DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL UNDERGROUND SERVICE ALERT GRADING PERMIT ON THE SITE. SHOULD BURROWING OWL BE IDENTIFIED ON THE SITE, A PROGRAM OF REPORT NO. 09305-17, 6/2/2017.,�'� '�� . +. + ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN CALL TOLL FREE THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE PASSIVE RELOCATION SHALL BE IMPLEMENTED AND DOCUMENTED PRIOR TO THE ISSUANCE OF ANY as No 60302 FUNCTIONAL ADEQUACY OF THE FACILITIES. eEF OBe Y�G GRADING OR GRUBBING PERMIT. • x EXQ. f o ` S/Za4 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE �c $� - FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE ® 4. ALL STATIONARY EQUIPMENT SHALL BE PLACED AS FAR AWAY FROM EXISTING RESIDENTIAL ANTHONY COLAROSSI, PE 60302 DATE rya%51 \� SATISFACTION OF THE CITY. DEVELOPMENT AS POSSIBLE ONCE CONSTRUCTION BEGINS ON THE PROJECT SITE. EARTH SYSTEMS PACIFIC= - NOTE: 7rccAl, 79-811 B COUNTRY CLUB DRIVE, BERMUDA DUNES, CA 92203 NO PARKING ON BOTH SIDES OF THE STREET IS 5. ALL CONSTRUCTION VEHICLES SHALL BE EQUIPPED WITH WELL -MAINTAINED AND OPERATIVE MUFFLERS. (760)345-1588 2 WORKING DAYS BEFORE YOU DIG I ALLOWED WHERE THE WIDTH IS 28.0' OR LESS. WDIO NO. 7 33C333284 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 B P.D. 109.70 NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE p1yp^pn' SHOWN ON THE RECORDS EXAMINED ARE INDICATED ll n T S n H E M (�'�, � K E E Tp � N 109-7 27.94E (NAND 29) ROUGH GRADINGLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR TINGAPPROXIMATEP LOCATION �QF ESS/��yy� W NJ LU LC 4U UI IlU LC LS jl] J�f ON CA AL BRIDGES.E.SQUARE WITH THEIR APPROXIMATE LOCATION AND EXTENT. Q �+y ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR THE OWNER, BY ACCEPTING THESE PLANS OR '9( ON CANAL BRIDGE S.E. THE VILLAGE PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT Q�' yO "'J' �` CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD 48-7. h� O �j VERBENA N4 ALONG JACKSON ST. FROM ANDALUSIA AT CORAL MOUNTAIN IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES y v � PALM DMRT CA 92HO HWY. 111. THEN 2.0 MILES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND Z TRACT NO. 37287 UTILITIES OR STRUCTURES NOT REPORTED TO THE (� m PH: (760) 275-1553 W. ALONG AVE. 50,45 FT. HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE No. 26662 WEST ' SM FAVE. ST. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED, THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED AND 18' S. OF AVE. 50. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRYA MCKINNEY, P.E. RCE NO.49418 {z EXP. 3-31-20 {r CONSTRUCTION THE PRIVATE ENGINEER SHALL STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER sT ClJ_ BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE q P PREPA D BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. SHTS. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE / /' SCALE: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/18 DATE: 8 LEI �� OF CAIE / J� FOR: W.O. FILE NO: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER 'V DATE: 41�//8 SCALE AS SHOWN T.D. DESERT DEVELOPMENT no ") CURVE DATA COURSE DELTA RADIUS LENGTH Ct 0°08'55" 98.74' 0.26' C2 2200219" 113.37' 43,61' C3 22°02'19" 98.74' 37.98' C4 90000,001, 24.37' 38.29' C5 1°32'40" 799.87' 21.56' C6 1049'27" 300.00' 9.55, C7 136005'37" 5.00' 11.88' C8 7°14'00" 129.00' 16.29' C9 141°08'23" 5.00' 12,32' C10 90*00,001, 5.00' 7.85' C11 8°37'44" 300.00' 45.18' LINE DATA COURSE BEARING LENGTH L1 N 28030'24"W 2.61' L2 N 28030'24"W 8.55, L3 N 28°30'24"W 11.45' L4 N 28°30'24"W 7.20' L5 N 28°30'24"W 12.49' L6 N 28°30'24"W 11.42' L7 N 61 °29'36"E 12.47' L11 N 32-54-45"E 18.32' vv vvv TRACT 316 ° 1-2 MID -SECTION LINE p (� OF SECTION 27 EX CATV PEDESTAL EXIIDVAULT \ \< \ \ \\ ��0 n �1 // MH \'\\ EX 10" VCP SEWER MAIN I PER DWG 33368 / yxrc o ! i EX 60 DIP IRRIGATION MAIN \ EX 4" GAS MAIN 4 / 216 ✓ SEE DIST DWG NO 31394 A A EX STREET SIGN \ \ \ X IRR BOX I EX VERIZON VAULT 4=35°1T50" R=38S.00' EX CAN BOX L=239.65 / / EX 30' IRRIGATION EASEMENT V A\ AV-�_EXIRRBO- T=123.76' ✓'� /'� �i� �i 55 E SIGN EXI-SOX 4y28 ,n \ - P i - -� � - _ PUE � � ,r � BASIN - TRACT T 31 o � _ �D} U \\\ EXCATCH B SIN - _ - �_ - - -�� �� ii O Al o � (��(` j� (� o / \ / 18" DIP WATER I IIG, _ <_. _..._ _ _ __ i � i �' i � 4y?-8 C , >. TRACT 31 681 L� A <; ` I'I � - � � � � � � 20' WATER MAIN EASEMENT 5 / EX STREET SIGN II / / / / I I � 11811L _ - �X 1R& BOX i i 4y 1f I R=20.00' � i �� i/� � .. I L 29.72' 7 �w T 18.37'6S ©, 27° 28" XISTOP SIGN EX ASPMACT PATH 1 22 0. \ IllR=1 .00' i 4A y'� .� 3 T 6 c° L=1 .55" ! G ° 348 O 1�i y v PROP 12" DIP WATER MAIN EX 6 GAS MAIN i y FF 448.10 _ 8 T- .79_. J I i i �! Ny1 4y.2 Gi `'�. PAD447.50 A 447.0 I i u> >� PAD 447.50 \ - EXS'(YC,�F'ISE I�iT 'A1N A�25°25'S9" v � ,� � T o.. ..� SEE DISr p W 33 70 L=98.5a T 5 I iy 1 4y 28 1 cp. r I: :. ,•�.� -.�i FF�7.85 aa' 4=18°4T N 39FF 447.85 8 02 5/� i r i / / C 2 PAD 447.25 n PAD 447.26 O 4y00a �y 3 / R- 872�' i, f �lU) °��n :fir 5 .� / ./A 48 8" oI 5 �' -2. 2 xl L=7.0 , ans c0 'I d: FF 447.60 f' 1 l iI f 'i �y i 2 FF 447.40 �e PAD 447.00 FF 447.60 sc� a Q Nam/ / 6 flo i ' J rAR=25.00 " �, , o , PAD 446.80 PAD 447.00 � p �, L 41:04' gN Z a oo O O 4y o n y2 R C M ARE gA 5 4 �9 $�9 11y JfiE 10°33-53 .72 w� PROP 8 VCP 6 Z� 8 iFt-20'7V4 �9 70�y TELE d SEWER MAINp A d a FF 448.10 y PAD 447.50 � 1a 9� A ' Fo 28^ 8.19 O 0 a / - Q 73°$8'52'I', \ �' Gg V .� ° c R'2 2. T 5 44.88 L 32 28 69 ^ iv 7qv 444 1 T 25 C7 Oo 4 �` E oa - R 2500 ���` V 6 _ TC D'2 1z C9 ! 9 16 o I ti 1R%' s _ T \ v TC 444. 5 53 1 \1 02 L, 36 9 N �t q ©-11 °58+18" C1 L 31 rn a 2 FF 448.10 rw EX or J ©.? q �r 4=40° L=56 57' PAD 447.50 �-8 3836' / L" 41.03' TRANSFORMER S 07p ^ c3s° C,?0/`06^ R- 0=1 R-2 L=7 .7 ' 444 55 445.04 �' C8 28• 0.65, -285.3T - T G2 TP N 3 26.3 9"W I ` 99. 3000p, N 88°2049"E 86.23' C,J0%'13^ 26.33 ° 4 -1 5.72' TP 83.90' d' °48'S3" ?8 R ?' p1. pLa��0�� AREA �10 N 90°00'00"W p=4e 3525' CURB &UTIfER- o j ' C11 - 5 81' do 4. 70 77 9Z ! 2936 F R=70.50 I N: C6 $. 25.09 27° 7 Spy 1 / 0 EX 12" DIP WATER MAIN 7 , 33.00 L=59.79 I I 2 444 4 1 Lc471519" 28. ' -� iws a r16 1 U / . T=31,82 I I 44 4 TC TC ST J "r s, q FF 448.10 TRACT BOUNDARY (TYPICAL) N 90-00.00"W 5 .34" TC PROP $" DIP �0_ 445. 3 4. To Q PAD 447.50 ^ I�# 41°24'35"W I I WATER MAIN per C 1. 20.84' 444.4s7�p x y CURB & GUTTER y6�E I I xCj ?4 d 7l3• I I 4 / M s 29 FF 448.10 l 1 f o - --• r'" , ilu p� C\61 PAD 447.50 voi'..' a- 70 i ,v a, p EX PARKING o u 6 ;,- i „�, . ,_._ •, ::.: :,1 .,J,I j.:.r v I ' I I ° p FF 447.10 69 "'a, t !,, "'°. ° ri'or Q� L4 91 ...111!!i °N:�A � a I,„:. .._. ;' LOT 7i ° o l a `'s \ 1 Q t, . / q l 1, „P�,�:.:: a" �_ PAD 446.50 ti s s 6 2 o FF 447.80 6' ^7 I I Z FF 447.10 0 PAD 447.20 o i , 8 � - �o FF 448.30 OAP i, �,::,7, hJo 1 PAD446.50 z >�`' I ��i � �,I, �I I{ I � � ` 68 �, dPAD 447.70,, S dl { 7 ry fl9 d \ -IJ L:; 6.{dI r Idrl "Imll, n'IEII Imo- FF 447.80 ) p as0 a _ - " • _.._I;... r.., x • . ".r_ - { a."a:nda„ I, vl. ^ .�� �: I I 5 7 2 ( p2 iE, a 'r:r> t., ? t / _....> I; . I E., r7✓ +,:. ^-� �. PAD 447.20 1y' :: �a �'° \ -9 _ I I .r •,v.,o-:, J : 1 P>1p ! p. F 0(444,64)0 G ! o i 13 4 IN" " Immyy'p; {{I L. a60 0 v "'6,wo,. 1. FF448.30 ..a >?.� '. �IIh 'lln �' r. * -_. '....... I co 446.40 446.90 day. . 'aw 'a6i PAD 447.70 i. ; <.r In"�: II. I FG a 446.40 G :40 FG FG FG ie 1 I 45.00 37.76 40.02 a { � . ` �,v € �' II ¢' i ' . ":i! :,1: d�W li p' 'X fr 1 I C 1 N 90000'00"E 122.78' ti O 04^ 67 ,,, I { -I•t- _'_�l^.....( ....,, dmc X ,�P�-. a I` FF 448.60 .. e. �'.,-.....L. „,..,:p III{ ilxj Ru::';Fps: �A -1 FH / o �" v 41 PAD447.90 x�1 Mi6.61 O . 13py h� ( a 10'9 � '• � cs: �'4 TRACT BOUNDARY (TYPICAL) 6 1 o FF 448.00 y I „ � �}}, " • `:. I li � Ipuoa:wulel awlaaltl�nll II P :I�. i`I'S. _ - �I 66 Y :'-,.' ,. w",; .,Y k.4„r•:,* y IyY 4 .:I l I.:...I WIN 90°00'00"W 199c67' FF 446.50 { EX III) TRANSFORMER 441 PAD 447.90 PROP 8" VCP , SEWER MAIN 15 _ ,. _,, • s : u r it 1 \ O' 930 pp p o 0o da a FF 448.00 e ,y. a .-:% +.. d±',• J'' rI- I:,.. 1 rase L�II U� 12 PAD447.40 i 9 lr N . tlly r EX ELECTRICAL CABINETS \ a y\}z` � r` ¢ ryYo" + W�" I':1�" �I + ''.' IIJ -. , r-C 4'"4-- .. : 65 a Jd I "€ I Ir l I' I I I +� I �x : 1 O 1�, _ HY lialidd IkIWL{ Irl u,. n � { �, {' I-jA Off'-r ,. p, "! S \ A4 FF 448.50 1'�y' 1 w TC 01 G .PAD 447.90 3 p0 4 I „�I:I{�II I I!ul'�lu a uu,jK l FrcII "I�l�n l 11 �\% �6 r EiM TING VU I AN ,' ��1 �A VL�� 1 EX TENNIS'_' \ o FF 447.50 +- -r EX TENNIS. _ EX TENNIS -. \ 1 110 ,r , .. O �� ` PAD 446.90U. 64 a { FF 8 p I� I' I \as pR1' PAD447.90 1,6 y w�pgpq a (p 1gL. w 11 , LOT ad 17 EX PRO SHOP-, i' { ( c� �� 29 J y a ' oa w�� 3 4 FF 447.50 t3,3. f „•,.. 73 \rnr as N r' AA a o C\ PAD 446.90 �I:I L COMMON AREA _ 63 P -a • - --., .-__ ... -..; 'X9orr y.itlR.r I ,WI i., i ' i a •, _1 O �� C ` _.- - sl Iw,Irr. °II I• i -a. FF 448.10 u J T' F ; �O447.50 LEGEND l _ _ , _ , D I - { - , . _r-' - -ems a. Y_ _� ! > I, � _ -` • . � ��� .>;, � _ �-� � -. ,� �.1.,, y \ F PA 1 ,. t( PL PROPERTY LINE i r.` '.`+ ,' I; e ---_-.-----`-_._: ✓ _._._ -__ _ \ n _� <J • Y 'N �+'�44u.51 �i7: c FF = FINISH FLOOR qr i L...,.__- - , �8 WM = WATER METER j�(� M {�j� �1 jL�j�� j� TV =TV BOX SEE SHEET I! NJ 30' IRRIGATION EASEMENT P/L P� SEE SHEET IJ 3 PA_ TP = TOP OF PAVEMENT 30' IRRIGATION EASEMENT 10' C/L= CENTER LINE o 010' 66 UNDERGROUND SERVICE ALERT PP = POWER POLE 0 4 5' S' 0 LOT 4 P/L CALL TOLL FREE FH =FIRE HYDRANT a LOT 1 o PAD 447.25 7- D 4 7. �Ep ORE MH = MANHOLE 0 n0 00 e0 ,20 200 `0D. ui GROUND ui 4'1} PAD 446.80 0 3'1$ PAD 447.70 4.1* PAD 447.90 4 v EXIST - q: a o ( )= EXISTING ELEVATIONS -' M UND R/W= RIGHT OF WAY - EXIST 51 811 W = WATER LINE d^a - FAST 3� EX -- - WV =WATER VALVE (IN FEET) " �Rp� TC TOP OF CURB 1INCH -40FT. SECTION "A" -'"A" SECTION "B" - "B" SECTION "C" - "C" L^'a SECTION "D" - "D" FG = FINISHED GRADE 2 WORKING DAYS BEFORE YOU DIG NTS NTS NTS NTS 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 SHOWN ON THE RECORDS EXAMINED ARE INDICATED 6 ROUGH GRADING PLAN 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 WITH THEIR APPROXIMATE LOCATION AND EXTENT. FyOFESS / Q '9( W @J THE VILLAGE PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PURSUANT O MI p�,- THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED IMPROVEMENTS THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �� J� T (<` tS� CIVIL ENGINEERING • LAND PLANNING ANDALUSIA AT CORAL MOUNTAIN �24 % �_T�A ROAD IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES `!y PALM DESERT, CA 112260 TRACT NO. 37287 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE U' Z m PH: (760) 275-15M HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE i N0. 26662 ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO LM BRYA CKINNEY, P.E. RCE NOor9418 Ti EXP. 3-31-20 1$ CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER r-q OIV IL OF_SHTS. FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE MAR BY DATE APPR DATE �P PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9130/18 DATE: CAII SCALE: FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE: }�gc/1S SCALE AS SHOWN T.D. DESERT DEVELOPMENT SEE SHEET 2 SEE DHO 2 ... Z S9 -a5 AiL� COPOo PAD 446150 69 L FF 44 : ql .I, T 0 71 0 FF447.10 0 47FF 447.10 ' EX ELEC BOX ". ...{a ^r."i 37z PAD 46.50 z.. .20h ,PLajwr. \�c-':10.A _ �� PAD 4 _-_,:: ._ a ICI r,':i o :� -•- rr-.,... 5, Z, _ FF 447.80 1 `il k EX VERIZON VAULT T -w_\ -' p}, '! I $ PAD 47.20 11p. <11 v z �EX CATCH BAST L n> T EX STORM DRAIN ? y. � �! II 446.40c� 44 i EX WATER VAULT c - r .1.� "`iP<_ } L �EX.TELE BOX FG FG FG FG aaO :" :. T �� I 45.00 87.76 40.02 c N 90°00'00"E 122.76' < j S I C ti �� ab (� 67 /....`•,' { i ..:. _ }, - a?• { _...�'' S> FF 448.50 3539,. oo FH • 'j 1 PAD 447.90 6E 1 446.61 0 IV EX FDC & P 12 FF 448.30 \) 6 PAD 47.70 �A y �✓ Rg,�' rY ° 936� 13 9 2 FF 448.30 0 01 PAD 447.70 "'1 �` ?•3 S C-HP �, eT 1 , 1 c t'i3'B3��, AAp. a 14 0o FF 448.00 O P\N 2 PAD 47.40 \ rn 66 Q \ 1 w6 m -_ N 90°00'00"W 199.6T NO F g 2 ` w y \ p « . FF 448.50 A o .-, ~- 1VAULTRIZON EX III) TRANSFORMER =.. \ AA11 PAD 447.90 EX WATER METER -- _ 36E r o 0 15 0" s r o a FF 448.00 r AA �,�� U�J O \t' v' 1 c� G G �EX ELECTRICAL CABINETS � 2 � 0 9 ss PAD 447.40 tJ6 z > 0 ,a EX GREASE TRAP-"'-- s 65 pA po 1� G 44 1,�026 \ AR E GAS STRUCTURE I I Apt' <w 1" \\ FF 48.50 1 TC 0 ` . PAD 447.90 , CURB & GUTTER B3 _ MM�r; {� M��r�i� HIM n�t�tyn� `fin, �% - E A� r �WL� Il �IIUIV,I �V11 �I1VI1 WUUD �����NJ d ����� tl s p1°29 1 o N .. k r' � Ap` �- nn(M�MM MM nn ((��� TENNIS TENNIS N00. 1' �s <a �o FF4467.50 �DWOVUU�OV� W�LSUd " TIN \\ AA11 64 1 PAD 446.90 ' EX EX EX T N iS I ! f as \ r \ wo. FF 48.50 PAD 447.90 !y 17 EX PRO SHOP FF 447.50 73 \•6cr B �" AAG w v `0 Qa NB PAD446.90 -? G + . - COMMON AREA �'n'oo Al ap p� � �,, ,�, ✓ A 3 j 1 p \ B1 v w� o r F as FF448.10 1Ap. < TRACT BOUNDARY (TYPICAL) m.; x as w r a - 6ti . .`I - (iri -ay-. i % r.lA'fin iY@ui r a , tS 6` W 'y�0 �,�.•;, amv I ';'a. I � :::n' r: �-'r-":c;��. fir-•.�.::",��� PAD 447.50 a ,. 1 CURVE DATA COURSE DELTA RADIUS LENGTH C12 0032'22" 766.87' 7.27 C13 5009'11" 183.13' 16,47' C14 16°12'40" 183.13' 51.81' C15 0042'05" 800.00' 9.79' C16 25055'14" 19.37' 8.76' C17 48°03'22" 19.37' 16,25' C18 9042'55" 149.87' 25.41' C19 139°10'37" 5.00' 12.15' C20 3°51'20" 182.50' 12.28' C21 11 °03'29" 183.13' 35.34' C22 0026'21" 686,87' 5.26' C33 14°22'29" 149.87' 37.60' C34 28°47'38" 147.50' 74.13' LINE DATA COURSE BEARING LENGTH L1 N 28°30'24'W 2.61' L2 N 28°30'24"W 8.55' L3 N 28°30'24'W 11.45' L4 N 28°30'24'W 7.20' L5 N 28030'24"W 12.49' L8 N 26°19'53"W 0.36' L9 N 26°19'53"W 22.00' L10 N 26°19'53"W 4.69' L11 N 32°54'45"E 18.32' .� _ _ I:.. rn < rn w FH EX ELECTRICAL BOX _��r- `,L . n - �r'^ , i� I i r�,r. „. 9 6 p o 01 E ..... ., _.._ _. \ O N MID -SECTION LINE ' 1 OF SECTION 27 !#, /-EX WATER METER ---- a�pd ��� �� u� �� AA1' 0 62 �A Ci2 FF 447.10 r �. PAD 446.50 E �,, .: , ,,..,:r; c>< -.r- • i ! PG A 447.5 .. �5 1p SBA 1ga - - - -- -, " N 90°00'00"E 8600' PAD 447.50 MID SECTION L �OF SECTION 27 N MID -SECTION LINE w 42�3 �f2 pa 01"6 19 "' ... r / r _ r-,• >,. " 44447.10 g0 ( -- '-- ` v 4A7 30 Ni4°p T a N N0 PAD 446.50 ` F SECTION 7 7 _ F - 2 k i i I FG_` o w A F +r - tvi., j ° r�,. ,�/•. .. -.... . s...\ I I : 44 10 1........ •wN � q Nw 6 A 1 PROPS SEWER 2 _ O y, ( A A I , i ( �1 61 P SE MAIN Al A G FF 447.50 o O PAD 446.9032B PL�G°I�1�1UG AREA U EX SWIMMING POOL EX TENNIS: a EX TENNIS o A°2i " a N 2 v'uSf3A r 46 FF 4246.60 0 Tee> A o n _ - �, .I . PAD446.00 ` s. 1 Ili - -- ° _ - -I o 60 A EZ A FF 447.50 CURB & GUTTER 1p0�0 j i /II. PAD446-90 pA �r <` 'I s -.: 1 1. LI < `w `� 6'' w° �'w < `�°. 3 RO 21 E o o o N6 FF46.60 ,� A �/J v o ! '�� ;. -�� 1B 670 Nj4°2i32 yrr> o �,j1\ �P°'� PAD446.00 i N 90°00'00"W i 1 F 8? �j PROP 12" DIP o r b f' / ! - -. q 59 WATER MAIN ` I _. , ..._. lu r,,, uu a ,i,i, a... x <:. _✓_`_% µ FF 447.10 q4 86 PAD 446.50 4 0 rn 0� AO rn 1 \ .} , f. I ,. r T'. • --- _ _ - �,I I__. ---- °--------- - sr 138 08' G < ��° <. �'° 6 1 c� rno. i'32E N 22_ A o A EX CATCH BASINS / - - - TRACT BOUNDARY (TYPICAL) 74°2 rn o r u? FF 446.20 r� A \ L'� n A P @ 1 _ N 6 00 \� 9 0'1 PAD 445.60 \ n Saar W FH r FF 47.10 �. �1 wos 01 23 ._.. ..-_.__.__._._ _, .-.._.r... cr PAD 46.50 4 58 \ .O v a Ad z• r i 1- is 1 V.a .a O, g3 FF 448.20 10 {O A 0 a 6 E Pl \ 445.60 143? " TC G��N� <b c� Cry 1 O \ r 3 F EX TENNIS F.._, 73 4A`B' 80 �� T 444. EX TENNIS. _ EX TENNIS COMMON AREA Z S7 1, AA' s NB 24� t r EX 8" VCP SEWER MAIN - _z u I ° � 'o SEE DIST DWG 33370 j N FF 446.60 6. - . 12 `'°' _ -' -�- - -L'> N O PAD 446.00'1 D 446820 - k. ! i I ` 445.80 N 85°01'38"E 1 .26 PA o EXIRRBOX --- 03 __.. -- ? -! j -1 p F r k. TC v 'r py 1A$y 66.91' .; \ ' EX WATER VAULT FH 56 rn wo m 0 1"E 25 r- 3 /// -�° I---- - ^-�^-:."." � � N� � � w °AD° FF 445.80 r ,�,,...; -.. r X I FF 446.60-' w Al .,y 1 I 445.80 PAD 446.00 N6 } "' SEX IRR BOX N ° \ 45.20 " . ,... 31 21 55" � � o � 444. 0 PAD 4 y68° 9 6°01'38"E 140.75' T 1111 , N 90°00'00"W 256.42 vAA,31 C 4621'21l v o O o r` - - - - - 9 1' 444.14 �\ o+� 1 � 26 AA ..K s \ } ..2 f;' I N/ 74 C \ mo o �s,30 FF445.30 \ S r`, 14.46' AA PAD 44.70 �/JJ ((�� (� (�� (� M n j� j�f M (� n �(�1% N 90°00'00"W 92.00' N A5 p3 COMMON AREA rn �G 1f TER MAIN EMIR �IIUIyJ NJ���I%Il AND II �UUl1 S FWI� U W J I �> EX 12" DIP WA \ 47.00' 45.00' ? q3, - - _ g°51'18''E G� 4� \ o <oo 0 0>" Ni 0=10°38'42" 4> W 45.75 G� L8 1' '@ 'o \ np �pI�� p(� °D 73• N 90°00'00"W N 86°46'31"E 847.1 _ 1 n M I� � (�'� nn 55 L-24.50' a 3 SIB.. \\ r U"L�Q�UUU��Ul9J AREA � I vLL m`ru0 vOi LL vc9 42.5T T 35.25' � 47.13' G GT 1'' PFF AD 0 � C19 0 �13 cu o n N 0=14°28'28" 0 1" 27 \ \ ]7�� I 7 vc9 eC7 G1 C 54 N wo L=24.50' U N \ Z r 63 p0 FF 45.30 " v U_ a U. _ 2 O cr 443.81 N N o0 N PAD 444.70 V-! , 53 FF 444.90 ° `rti e° 1 EX IID VAULT iv 47 1r` Gt` \ fi. rFF Np w TC 5 A \ r A 46 ''� FF 443.00 i ' N PAD4444700 Wo PAD 44.30 0. rz 74 O v�Q RA ,\ A'l \ I FF 443.00 PAD 442.40 0 NO 4y. 1AB0 w 4- Di 13B } EX VERIZON VAULT PAD 442.40 52 0 1 49 moo^ 51 N /" Aoo aa2.7 3 I - , y o FF 444.70 z" q b� 7 "f' 2I \ �'r T a a' FF 43.50 1� N FF 444.20 w PAD 444.10 O :gyp C\ / o. 48 HAD 42:80 Z �� 5� o PAD 443.60 0_ "',p 'o ,'` y0. <O 2 :.s0. �w 4 9 a r \ �o". FF 443.50 a o ,O FF 44.20 �' '°' Q- °I r5^' �. 2% 444 21 r TC 75 o 3 PAD442.80 ! PAD43.60 ° O C32 Ly1 °^ 4uTC 1A50 \ > C16 COMMON AREA o 0 3 0 m a Q. aH o m a �'•, '_`': TC A 443. 0 31.00' 0444.1� 172 71.18' ' 0 o �z GB 42 C� A 1 TC TC- LEGEND SEE SHM PL = PROPERTY LINE FF = FINISH FLOOR WM = WATER METER TV = TV BOX TP = TOP OF PAVEMENT C/L= CENTER LINE PP = POWER POLE FH = FIRE HYDRANT MH = MANHOLE 0 40 60 e0 120 2:0 ( )= EXISTING ELEVATIONS R/W= RIGHT OF WAY W = WATER LINE WV = WATER VALVE (IN FEET) TC = TOP OF CURB 1 INCH - 40 FT. FG = FINISHED GRADE SEE SHEF 4 rr 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 - 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 INDICATED------------- ROUGH GRADING PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION WITH THEIR APPROXIMATE LOCATION AND EXTENT. p p O AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING IMPROVEMENTS THE OWNER, BY ACCEPTING THESE PLANS OR ---------------- QROFESS/� Q '9� THE VILLAGE THE PRIVATE ENGINEER SIGNING THESE PLANS WITH PURSUANTUNDERSIGNED PROCEEDING WITH IMPROVEMENTS PURSUANT W w'9T 3 AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD t� CIVIL ENGINEERING • LAND PLANNING ANDALUSIA AT CORAL MOUNTAIN IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES ��?�'O-r� , 48-725 VOWNA ROAD ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND Z PAUI DESERT, CA 922eo TRACT NO. 37287 HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE ��i/ tD m m PH: 780 275-1553 ( ) ARISING AFTER COUNTY APPROVAL DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED N0. 26662 �1 CONSTRUCTION THE PRIVATE ENGINEER SHALL EE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES 70 BRYA CKINNEV, P.E. RCE NO.49418 * EXP. 3-31-20 {r T AN BE RESPONSIBLE FOR THE DETERMINING REVISING ACCEPTABLE 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 FOUND AT THE MARK BY DATE APPR DATE CITY ENGINEER Sr9� CIVIL \P IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. PREPARED BY: LLOYD W. WAT ON R.C.E. NO. 26662 PLANS FOR APPROVAL BY THE COUNTY. RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS t' /p EXP, DATE 9/30/18 DATE: g1Z7 //O Q� �L` SCALE: STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER �� FOR: W.O. FILE NO: DATE: SCALE AS SHOWN T.D. DESERT DEVELOPMENT SECS SHED 3 SCE SHO 3 -, TRACT BOUNDARY (TYPAL) \ 01 BOIC'36"E \ ,, 256.42' �° N W,,...'Y p531 GI GT I coo o �' .7,•`" °4' ,G„ 7,3 _ T 444.14 N g 26 N/ COMMON AREA _ 3828: C 74 TC \ *y 6a `is FF 445.30 G [? ( -:•- - 1" i` 14.46' a9 PAD 444J0 ?i MUM M M 47.00' 45.00' IV ' ,` ~ - 45. - COMMON AREA �WI�J�IJ� ��ll% �IIUD I�IIU��� ��l��S� N90°00'00"W 92.00' --------- M 03 .1 �i ( g. \ N79°51'18'E T AL=24.50' I 1 C1 r L8 M 4j 73 °W N 90°00'00"VV N 86°46'31"E 82.38' 45 75 Q $$ L=24.50' �{ FF 444.90 2 C19 pLa�l�JO�iC� AREA � vLL v0 ILL ', u v0 42.5T � � 35.25'� � 47.13' � G1 � PAD444.30 c A=14°28'28" ?^� 01 27 A O G) Q y L=24.50' �_ oo `, \ v� b3 40 FF 445.30 1 ), \\ a�t• r ����� 7 vIA,.�10i. "G" y 'i 2 N PAD l EX LID VAULT a 47 .- ��, 9 2 FF544.70 PAD 4.30 00 4T4C3.81 0 O ? a F \ n N FF 444.90 \ - _ FF 444G3.00 v PAD 442.40 No PAD 444.10 qLp ?y4, a S 50 13 FF w r r t� 5k£ 4T42 CB #3 \ PAD 442.40 r Z 52 0 N' 14�" PROP 8" DIP 4�0�°� 7 31.00' Q100=5.27 CFS 51 N .s z o- / I \ w w + PROP 12" HDPE \ EX VERIZON VAULT 3'' ro 49 a, FF 444.70 n 2 63 T r ° o to FF 443.50 N FF 444.20 w PAD 444.10 w, `fl �`• WATER MAIN N °I O 41g.75 STORM DRAIN PROP ITDIP WATER MAIN oo l PAD 44 .80 z 5� o, PAD 443r60 o Q' �3 s 2?\ ry 444 21 Ott i , C 75 0 ° + S--0.0633 o FF 48.50 v o FF 444.20 w w 1 5 ) e p5 COMMON AREA OUTLET 3 PAD 442.80 ° o m 6 eO TC 1 C16 ro `:` p PAD 443.60 r �z rP; . C32 a 3L Q . p• er 6 71 18' o TOG 439.00 3I o Q C 31.00 444.13 \ 17442• \\ 19i oP TC r 1 6 rn INV 437.00 °h� 3 44 .9 e uo rya \ C 1- . „183.38' Z o oo ,.... C1 _2a.54'38 06� v a O v U. 2S 44259... 79°4130� \ \ Ls A-' O I N - 6" CURB ONLY d o 4u T TC 439. 6 0 0 _ v m L=4p.65 �1 w 20.04' ;' 44 � 4a.00 / J I z o w m 14'p9 4 CEI 1 Z, : ? 00 * O D'3° ;19 - v 442.99 193 36 q5. 0' CB #4 \ \BARB 01100 - 5.12 CFS 9 C26 Q100=2.44 CFS c / 5 ` L-45 Q - \ PROP IT DIP O a3133 ,g00�3 442 6 lT$3°3d4f"W - 45,00 EX IRR BO o 5 ) w n a V o J(u \ \4 ^r I\, WATER MAIN .45 ° g16.a7$3 56, TP. 112.92' > q O PROP'8" VCP WER MAIN 5' t: N 5D0' �g S PROP 8" VCP SEWER MAIN Q ? vI0 ,? f y_. 53° C31, D,10 3 oo3g 16 , > 3 , gg _ '1°3T1$" 14.9 45:78' 45.7 �.... 30.S2' n ,3°40 D,1 y70 l>12 A 1 -I+ -I N'7 O'00"W Q_ , a' D T Og 13 ,14 -9 1y'43"� L=30.43' O w n w 11.11, ° 18. N76°7T30,, 17.99' t> 07"S7" rnO go URB&GUTTER � ,•".� � 33" L,2 A4 �'' ; R'T6681 5'. 66' CT GB w 6.38' S, N 7° v H O -2• +. LC28 0 --'�800p0 5j' 4 427'12 10°1634" p,9 ,3pp�a�1�10 1� a�CQ � N ,A5? CURB &GUTTER Y .���� ����� N 18°00'00'E .-, "183 A-8 3158 L' 5 r28:00' "L-60.59' L=72 85 w �219 5450 -4 j 5 - o EX DRAIN INLET A=39°28'07" R=406.8T L=260.2T _ �� ^ s� v D�,3g 00 5, Z 28 y N 72°00'00"W I I FF 444.10 49.37' / ?6 - 4=39°2$'07" it_ 423.`�0' _ �OT G 5° 4 33 -1 C29 Z o o C3S 441.20 =291 73' T=151 92 p= 4539 c1 z o Z o 440. 0 q-2 TIP A=33°22'O6" R=440.13' L=256.33' S°51'45" n Z o o, o wo �z 29 AD 443.50 cq HP -GB / TC L 21.38 I [1=6 31" A-5° 2'41"� �L 45.03' 5 Z 'o w 44 ° �, o m �z FF 444.60 w 30 FF .10 ' P 10' STORM DRAIN TC 43 .13 C3tl O L=46. I+A=5°57'27" ' PAD 443.50 92' L=45.15' p PROP 8" VCP "`" w w PAD 444.00 EASEMENT INV 431. 8 n L=45.76' O o <; o 0 31 n CB#2 SEWER MAIN `,.'. `I Z ,..� o 34 �z, 32 FF444.60 440.28 Q100 - 9.69 �' o S - FF 444.90 & A 444 .3 w PAD 444.00 G) FS PAD 4 0 w PAD 444.30 _�� G) z ,� aa.3� 33 FL 10 36 6 35 FF 444.90 t 444.60 FF PROP 24" HDPE / Z o -i: PAD 444 00 PAD 444 30 G) 45. 45.00' OD STORM DRAIN 5 Z, a� PAD 444 30 T 0' �©� oa s=o.oloo s 44 �- -�' FF 444.60 � � _ � G� 0 45.00' `? 38 PAD 444.00 r7, T -G) q ,00' / GRAD (TO coFF 444.60 v T ^ DRAIN TYP) Z y o 71 4U ' 39 � PAD 444.00 � G) � ro 79 4 0 416.41 { '�L,. FF 444.60 FF 444.60 w 7 T -n T N 413 "E M G7 w PAD 444.00 PAD 444.00 T O . 41 , / 45 w �' o 42 .•'fF 4aa.6o A FF 444.60 PAD 444.00 7 PAD 444.00 rn ^ GT 43 / / FF 444.50 cN FF 444.5 w 43 G) 11 41' I TRACT BOUNDARY (TYPICAL) FL „ / PAD 443.9 FF 444.60 m T j „ / PAD 44.90 'v 'J PAD 444.00 F / o r 45.20 z O 4520 / 7 cT 4520 ti GRADE TO O DRAIN (TYPj P,�// / T O N�g015y4E 3g6g0' FL -GB 4520 ` `-EX ELEC VAULT I e9Jy g1, 4' LL U. PLAMma AREA M FG 0 I/ / Roo LFCOURSE EX ELEC IRR CONTROL HOUSE INV IN 427.90 / 4 2 TOP / 10' STORM DRAIN, ,„y _ ✓ i EASEMENT / \ _ PROP 24" HDPE / STORM DRAIN / INV OUT 427.96 3.1 X 3.0' PRECAST CONCRETE BOX OUTLET W/ GRATE / TOG 426.50 .5 El LAKE �EGROUTED W ROCK wl LINE DATA COURSE BEARING LENGTH L8 N 26°19'53"W 0.36' L9 N 26°19'53"W 22.00' L10 N 26019'53"W 4.69' CURVE DATA COURSE DELTA RADIUS LENGTH C16 25°55'14" 19.37' 8.76' C17 41 19.37' 16.25' C18 9°42'55" 149.87' 25.41' C19 139'1037" 5.00' 12.15' C20 3°51'20" 182.50' 12.28' C21 11003'29" 183.13' 35.34' C22 0°26'21" 686.87' 5.26' C23 136053'11" 5.00' 11.95, C24 111 20.00' 40.70' C25 73°58'36" 19.37' 25.01' C26 11 136.00' 25.07' CURVE DATA COURSEI DELTA I RADIUS LENGTH C35 8°49'34" 150.00' 23.1 V C36 7°37'13" 75.00, gm - LEGEND IL IL PL = PROPERTY LINE O LOT 73 FF = FINISH FLOOR LL COMMON AREA p/L WM = WATER METER oo TV = TV BOX d O vi TP = TOP OF PAVEMENT 5' 5' 5' VARIES VARIES 10'-16' 1- 14t UNDERGROUND SERVICE ALERT C/l=CENTER LINE pp = POWER POLE - - - - - - _ _ EXIST_GROUND IES LOT 45 EXIST. GROUND , '1'r LOT 49 CALL TOIL FREE FH = FIRE HYDRANT 1.0` 3r LL SLOPE M N PAD 443.90 / PAD 442.80 EpORE r e o� MH = MANHOLE 0 40 60 60 im 200 1 3' 8 ® Rf EXISTING ELEVATIONS R/W=RIGHT OF WAY GROUTED RIP RAP W = WATER LINE (IN FEET) SECTION ..El. - nE.. SECTION "i - " F" "G" "G" WV = WATER VALVE SECTION - TC TOP OF CURB 1INCH -40FT. NTS EMERGENCY OVERFLOW 2 WORKING DAYS BEFORE YOU DIG FG = FINISHED GRADE NTS NITS 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 SHOWN ON THE RECORDS EXAMINED ARE INDICATED FESS n �\ rn1 M � M M T S M E m � � HE � � m a ROUGH GRADING PLAN PERMIT Al A GRADING PERMIT HAS BEEN ISSUED. EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. / Q� 9( W V J u THE VILLAGE PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE NT PURSUANLANS OR PROCEEDING WITH IMBY PROVEMTING ENTS p W. % F CIVIL ENGINE G LAND PLANNING THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THEERETO!AGREIES TOASSUMELIABILITY AND AND TO HOLD O-10 ANDALUSIA AT CORAL MOUNTAIN IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND h� -ER OAD PALM 0E9ERT, CA 92M TRACT NO. 37287 ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO UTILITIES OR STRUCTURES NOT REPORTED TO THE (9 Z PH: (700) 275-1553 HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE No. 26662 IT ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO BRYAN KINNEY, P.E. RCE N . 9418 {r ExP. 3.31-20 Q CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY E GINEER T ry CIVIL F 4 SHTS. ACCEPTABLE SOLUTION AND REVISING THE FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE Z(�//g �P PREP ED BY: LLOYD W. WATSON R.C.E. NO. 26662 SCALE: IN THE NW, NE d BE 114 OF SECTION 27, T.6.S., R.T.E., S.B.M. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/18 DATE: !f / CAL1 FOR. W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STRUCTURES CONCERNED BEFORE STARTING WORK. _ E=NGINEER DATE: SCALE AS SHOWN T.D. DESERT DEVELOPMENT