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PG2019-0014NOW da QUINTA 58THAVE. I I MoWk PROJECT SITE Z BOTH AVE. y 62ND AVE. VICINITY MAP NITS SECTION 27, T.6.S., R.7.E., S.B.B.& M. OWNER/DEVELOPER: SUNRISE LQ, LLC 300 EAGLE DANCE CIRCLE PALM DESERT, CA 92211 PH:(760) APPLICANT: SUNRISE LQ, LLC 300 EAGLE DANCE CIRCLE PALM DESERT, CA 92211 PH:(760) ENGINEER: WATSON ENGINEERING 48-725 VERBENA ROAD PALM DESERT, CA 92260 PH:(760) 275-1553 BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE SW 1/4 OF SECTION 27. BEING N 8904T47"E. 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 NUMBER: 764-670-060,764-200-091 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. EARTHWORK QUANTITIES: CUT - 25 CY FILL - 100 CY IMPORT - 75 CY 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 COMMUNICATIONS - 800-483-5000 GAS: THE GAS COMPANY - 800,427-2200 CABLE: SPECTRUM - 760-340-1312 UNDERGROUND SERVICE ALERT CALL TOLL FREE e�F OBe F OG O NOTE: CONCRETE IN CONTACT WITH SOIL SHALL BE TYPE V AND CONFORM TO THE CITY OF LA QUINTA STANDARDS AND THE EARTH SYSTEMS SOUTHWEST SOILS REPORT. ACCESSIBILITY STATEMENT: ACCESSIBLE ROUTES OF TRAVEL HAVE BEEN PROVIDED BETWEEN ALL BUILDINGS, ACCESSIBLE ENTRANCES TO THE SITE, IN ACCORDANCE WITH U.B.C. CHAPTER 31 AND CALIFORNIA TITLE 24. PATH OF TRAVEL AS INDICATED IS BARRIER -FREE ACCESS WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" AT 1:2 MAX. SLOPE, EXCEPT THAT LEVEL CHANGE DOES NOT EXCEED 1/4" VERTICAL. ------------- 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_544^139 UATED 9/512018. IN t iE R 8 I I BRETT L. AIrBE'RSON ,, DATE SLADDEN ENGINEERIN9� ,� CIVIL 45090 GOLF CENTER PARKWAY, SUITE F �x EyGINEEP4PIG INDIO, CA 92201�9f� \O� 2 WORKING DAYS BEFORE YOU DIG (760) 863-0713 '''^,,., CPA. NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE WORK CONTAINED WITHIN THESE PLANS SKILL 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 PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANS OR 11��� PROCEEDING WITH IMPROVEMENTS PURSUANT THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND THE UNDERSIGNEDNOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE , HEREON. IN THE EVENT OF DISCREPANCIES UNDERSIGNED, NOT INDICATED OR SHOWN ON THE EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE ARISING AFTER COUNTY APPROVAL DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED CONSTRUCTION THE PRIVATE ENGINEER R SHALL PRECAUTIONARY MEASURES PROTECT THE UTILITIES TO TAKE DUE PRECAUTIONARY MEASURES TO BE RESPONSIBLE FOR THE DETERMINING AN STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. IN THE CITY OF LA QUINTA, CALIFORNIA PRECISE GRADING PLAN GOLF HOLE 11 COMFORT STATION ANDALUSIA TR 31681=3 LOT J IN SECTION 27, T.6.S., R.7.E., S.B.M. JULY, 2019 77 t 7 t h 1. I 79 f x ; IVII mot + s p \ n ; / . . s.. ` F - 17 r i v vn. 84 A, 85 86 87 INDEX MAP 0 I LEGEND: y r I xi l�.i � J 146 GRAPHIC SCALE w 60 120 1 INCH = 60 FT. 240 CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES UNIT QUANTITY 10 CONSTRUCT 4" CONCRETE CART PATH/SIDEWALK SQ.FT. 2,700 02 REMOVE EXISTING CONCRETE CURB L.F. 28 03 CONNECT TO 3/4" METER INSTALLED BY CVWD EA. 1 ® 4" SEWER LATERAL INSTALLED BY CVWD EA. 1 05 INSTALL 4" SDR SEWER, OR APPROVED EQUAL L.F. 76 © INSTALL 1" PVC WATER LINE L.F. 92 (D INSTALL 4" SCHEDULE 40 FORCE MAIN I L.F. 1 154 TC INDICATES TOP OF CURB INDICATES PROPOSED DECORATIVE PAVERS FL INDICATES FLOWLINE FS INDICATES FINISHED SURFACE INDICATES ADA PATH OF TRAVEL EX INDICATES EXISTING FG INDICATES FINISHED GRADE IP-W/PP HP INDICATES HIGH POINT O IP-OPEN GB INDICATES GRADE BREAK INV INDICATES INVERT OF PIPE ELEVATION WATER VALVE FF INDICATES FINISH FLOOR SIGN PE INDICATES PAD ELEVATION P POST LP INDICATES LOW POINT " CB INDICATES CATCH BASIN FED TELE PUE INDICATES PUBLIC UTILITY EASEMENT VAULT ELECTRIC BSW INDICATES BACK OF SIDEWALK R/W INDICATES RIGHT OF WAY 0# FIRE HYDRANT EP INDICATES EDGE OF PAVEMENT ) TREE C&G PA INDICATES CURB AND GUTTER INDICATES PLANTING AREA a PALM TREE WM INDICATES WATER METER FH INDICATES FIRE HYDRANT MH INDICATES MANHOLE CDs INDICATES CONTINUOUS DEFLECTIVE SEPARATION ED INDICATES PROPOSED CONCRETE APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE Z JAMES WIATRAK DATE 2 CHERIFLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA GENERAL NOTES: 1, ALL WORK SHALL BE DONE IN ACCORDANCE 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 NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR 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 BY 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 EXISTING 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 7:00 AM TO 5:30 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00 AM TO 7:00 PM 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, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR 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 REQUIRED TO: A) FILE A NOTICE OF INTENT (No') WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB)1 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 CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. GRADING NOTES: 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO, 544-18139, DATED: 9/5/2018, PREPARED BY: SLADDEN ENGINEERING, TELEPHONE NO. 760-863-0713 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW, 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. 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 ADJACENT PROPERTY, 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T,M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2X. DRAINAGE SHALL BE A MINIMUM OF 0.3, DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A,B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R' VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST 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 EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN, 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT, PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER �LOF ESS / p tt;, , ``7 NO. 26662 EXP. 3-31-20 �t �t CIVI%- �P 9� Q� CgL1 H S 0 N E N (� I N E E� � N CIVIL ENGINEERING • LAND PLANNING 48-M%fM4ARM PALM DMRT, CA 922W PH: (780) 275-1557 BENCHMARK: BM # P.D. 109-70 ELEV.27.941 (NAVD29) 109-70 CHISELED SQUARE ON CANAL BRIDGE S.E. WING WALL. 2.0 MILES S. ALONG JACKSON ST. FROM HWY. 111. THEN 2.0 MILES W. ALONG AVE. 45 WEST OF MADISON ST.. AND 18' S. OF AVE. 50. IN THE CITY OF LA QUINTA, CALIFORNIA PRECISE GRADING PLAN GOLF HOLE 11 COMFORT STATION ANDALUSIA TR 31681-3 LOT J IN SECTION 27, T.6.S., R.7.E., S.B.M. SHEET NO: OF 2 SHTS. BRYBRY�EY P.E. RCE N0. 49418 CITY ENGINEER Q EXP. DATE 9/30I20 DATE: v �G I PREPARED BY: LLOYD W. ATSON R.C.E. NO. 26662 DATE: Z IRK BY DATE REVISIONS APPR DATE SCALE: SCALE AS SHOWN FOR: W.O. FILE NO: ENGINEER ?h,2oll - oolq CONSTRUQTION NOTES 1O CONSTRUCT 4" CONCRETE CART PATH/SIDEWALK Q2 REMOVE EXISTING CONCRETE CURB 03 CONNECT TO 3/4" METER INSTALLED BY CVWD ® 4" SEWER LATERAL INSTALLED BY CVWD Q INSTALL 4" SDR SEWER, OR APPROVED EQUAL ® INSTALL 1" PVC WATER LINE 07 INSTALL 4" SCHEDULE IO FORCE MAIN LEGEND INDICATES PROPOSED CONCRETE 0 20 30 SCALE: 1" = 20' ( IN FEET) UNDERGROUND SERVICE ALERT CALL TOLL FREE t 811 100 EX CART PATH Ifil do j� I/I��1///I I111I�I�p� 2 1--� WOLF DOURS a TEE RESIDENTIAL LDR I q 0 fl l A aib PROPOSED CART PATH TC 0 � 3T,7gJ AN" Ir.e:k..h?P 1 �;3r+ur ;;I. I {dSN..101 4a �a grop 1 I J I 1 34 ,,f OPOSED CART PATH ,, i[` � d9 q,XF nr.ar9 t+ 0.44E ), EX ELEC BOX .1.4 ' / /EX FH/<.,?. MH EX WM LIP ` ./ 1-7 e LANDSCAPE AREA Emma �� ✓/ '" // LOT "I" \\\ r 4r � e / Yam. � / / :' .'• ��/rrr ". ll/ \� \ 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 THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE BM # P.D. 109-70 27.99E (NAND PRECISE GRADING PLAN NOT COMMENCE UNTIL AN ENCROACHMENT EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED ESS /�'yrq 1111(1 IA1 i? (C� O IUI 2 NI � � I II IC E nD � 111E (f� W W u Ov I(\J LS ICJ w LS �,C W �J\J (t)J 109-70 CHISELED SQUARE 109-7 U PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. B�OF ON CANAL BRIDGE S.E. /� COMFORT STATION PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, THE OWNER, BY ACCEPTING THESE PLANSEX O 1JJ I�,- "! -"IT WING WALL. 2.0 MILES S. THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD �O S OW ENGINEERING • LAND PLANNING ALONG JACKSON ST. FROM AN DALUSIA TR $16$1-3 ti O 48_5 KRONA Rao IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND h Z PALM DESERT, CA 92250 HWY. 111. THEN 2.0 MILES LOT J SITE ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO PH: (780) 275-1553 W. ALONG AVE. 50, 45 FT. 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 _.� pW(, NO. 26662 A WEST OF MADISON ST. ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE MEASURES TO PROTECT THE UTILITIES OR RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO BRYA MCKINNEY, P.E. RCE NO.49418 * EXP. 3,31-20 {r AND 18' S. OF AVE. 50. CONSTRUCTION THE PRIVATE ENGINEER SHALLPRECAUTIONARY BE RESPONSIBLE FOR THE DETERMINING AN 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 1 CIV i1' �P PREPA D BY: LLOYD W. TSON R.C.E. NO. 26662 IN SECTION 27, T.6.S., R.7.E., S.B.M. F Z SHTS. 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 9/30l20 DATE: 8/1% / �, CALF SCALE: FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE: SCALE AS SHOWN