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SD2019-0002S R IF - SCALE: 1."=20' / SDMH#5 11 TMH 5840i ;'Y - NV W 49.44 INV S-49..34 3 PROPOSED WATER LINE -SEE WATER IMPROVEMENT SDMH 7 PLANS POOL SEE ARCHITECTURAL PLANS VICINITY CONSTRUCTION NOTES QUANTITY ESTIMATES (FOR PERMIT PURPOSES ONLY) " m INSTALL 24" ADS-N12 (OR APPROVED EQUAL) STORM --------------- 167 LF DRAIN PIPE. BEDDING PER DETAIL 1 ON SHEET 4 (TYP) O INSTALL 24745° ADS-NI2 ( OR APPROVED EQUAL) WT BEND------------------------- ---- 2 EA q INSTALL 18" ADS-N12 (OR APPROVED EQUAL) STORM DRAIN PIPE ----------------- 922 LF _ @ INSTALL lVX8" ADS•N12 (OR APPROVED EQUAL) WT WYE-----------------------•- 5 EA ( INSTALL 1878" ADS-N12 (OR APPROVED EQUAL) WT CROSS WYE-------------•--•--•--•-- 2 EA dC`4 © INSTALL 18'MY ADS-N12 (OR APPROVED EQUAL) Wf BEND --------------------- 3 EA a'- ,-., Q7 CONSTRUCT NEW MANHOLE AS PER CITY OF LA QUINTA STD 342------------- 5 EA ,I '° INSTALL NEW BID CLEAN DSBB 4-6-72 -- 1 EA • 1r TORRENT RESOURCES TO INSTALL MODIFIED MAXWELL ------ 1 EA °a + •'mac - DRYWELL (OR APPROVED EQUAL) 9 PROPOSED 8" PUBLIC SEWER LINE (SEE PARCEL MAP 37683 DESIGN BY MSA)----------- 262 LF 11 NYLOPAST DRAIN BASIN W/2X2 MAG STYLE GRATE (DETAIL 3 SHEET 4)----------- 2 EA. 0 NYLOPAST 36" DRAIN BASIN W/2' DIA. GRATE (DETAIL 2 SHEET 4)----------------- 5 EA. 1® CONNECT TO EX. 18" STORM DRAIN. CONTRACTOR ------------------- 1 EA ' . IV "ldL TO VERIFY LOCATION AND DEPTH OF PIPE BEFORE THE START OF CONSTRUCTION. SEE DETAIL FOR CONNECTION. 14 CONNECT TO EX. 24" RCP STORM DRAIN. CONTRACTOR------- -- 1 EA TO VERIFY LOCATION AND DEPTH OF PIPE BEFORE THE -------_-- START OF CONSTRUCTION. SEE DETAIL FOR CONNECTION. CITY OF LA QUINTA-GENERAL NOTES STORM DRAIN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF 1. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO APPLICABLE THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. ASTM AND CALTRANS HIGHWAY DESIGN MANUAL STANDARDS AND SHALL 2. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY BE UTILIZED WITHIN THE CITY ROW. RCP SHALL BE SEALED WITH OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS NON -SHRINK GROUT THROUGHOUT INSIDE CIRCUMFERENCE AND A7 THE TOP'/: EXTERIOR CIRCUMFERENCE. III AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL 2. STORM DRAIN MANHOLE RINGS AND COVERS SHALL BE ALHAMBRA CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF FOUNDRY A-1497 OR EQUIVALENT PER ASTM A-48, CLASS 35B IRON, DIPPED CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR TWICE IN ASPHALT OR COAL TAR OIL (AC INSTALLATIONS), GALVANIZED PERMITS MAY BE REQUIRED. LIDS & RINGS (CONCRETE INSTALLATIONS), HAVE 30 MINIMUM CLEAR 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF OPENING, AND BE STAMPED SO ON COVER. LA QUINTA OR OTHER GOVERNING AGENCIES. 3. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE LOCATION AND FREQUENCY REQUESTED BY THE CITY S INSPECTOR OR AS III DEPARTMENT FORTY-EIGHT(48) HOURS PRIOR TO ANY GRADING, BRUSHING, DETERMINED BY THE SOILS ENGINEER. OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 4. STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITY 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN A ACCEPTANCE. APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL SUBSEQUENT IMPROVEMENTS. IMMEDIATELY PRIOR TO FINAL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY LOCATE AND PRESERVE ANY AND ALL UTILITIES. INSPECTOR, A PERFORMANCE B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE OF THE FACILITIES. 7. SIGNS. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL LEGEND 12 STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. - _ - - - CENTER LINE 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR SURVEY BOUNDARY BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ---- X•XXXWATEX---- EXISTING WATER LINE ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966 OR A LICENSED LAND - - SW - - EXISTING SEWER - 8" VCP SURVEYOR ONLY. EXISTING STORM DRAIN 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN -w-w-w- EXISTING GAS LINE ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY --T--T--- EXISTING TELEPHONE LINE DURING TIME PERIODS AS FOLLOWS: NEW SEWER-8" OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:OOAM TO 5.30PM NEW WATER - 12" BDV* EX. BLOW OFF VALVE MAY 1ST TO SEPTEMBER 30TH: MONDAY-FRIDAY 6:OOAM TO TOOPM wv ® EX. WATER VALVE SMH"- EXISTING SEWER MANHOLE �- WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL MHO NEW SEWER MANHOLE HOLIDAYS. _. SDMHO NEW STORM DRAIN MANHOLE NO REDUCTION OF TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY FH 3( FIRE HYDRANT STREET ON WEEKENDS OR HOLIDAYS, ORE WHEN ACTIVE WORK IS BEING SCOO SEWER SERVICE CLEANOUT DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY Ca-- STORM CATCH BASIN ENGINEER. THRUST BLOCK NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY ® NEW WATER VALVE j STREET BEFORE 8.30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO EX. CONCRETE SIDEWALK SO IS GRANTED BY THE CITY ENGINEER. - - 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND EX. CURB & GUTTER & AC PAVEMENT.' DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. 11. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN NEW 4" BACKFLOW PREVENTOR ® NEW 206 LF STORMDRAIN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNINGS SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON ® NEW WATER METER 18" HDPE S=I HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. SECTION C 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. II OWNER/DEVELOPERS ARE REQUIRED TO A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); 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. PROPOSED RESIDENCE INN BY MARRIOTT LA QUINTA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS NEW 200 LF STORMDRAIN 18" HDPE @ S=1% sDMH #a SECTION D TMH-58.27+ INV N-4733 INV E47.23 - -- --- -- -- " • 1110XII -W FN N \ \ \ J D III I L v I A c1 \\ I Ll 7 11 � \ I� D "\\ \ SE MH#3 to \ Th H-58.47 IN I E-50.40 3 \" \ PROPOSED WATER LINE -SEE WATER IMPROVEMENT PLANS NEW 108 LF 1 \ STORMDRAIN \\ \ 18" HDPE @S=1% ti SECTION B I I STORM DRAIN 1z I ` \ `T \ EASEMENT 4 L 0 0 0 0 L, l \\ \\ D NEW 152 LF STORMDRAIN III , I - \ - - - - - 24 SECTION A 1 /o - - - - - - - - - - - O 3 B PE @ ° T 1 I \\\ \ PROPOSED 20' (o PROPOSED WATER LINE SEE �� \ \ . 1z EX. SEWER MH ST M DRAIN EASEMENT X. 8"SEWER LIN WATER IMPROVEMENT D 3 V i PLANS FH y 1 � EXISTING W X 176 2 2 - CVWDEABEMENT 1 -C\ �\ -C \� \� \�\" \ �\ \` \ PER INSTRUMENT NO \\ ,�,�� 4 O 3 QO BE ABANDONENO) ) I C1 \ -• S ` ):,," \ �*\\ SDMH #2 it ( j y \\\ \ \ 6 3 4 5 INV N TMH-5-53 13 INV NE-5355 0 I SDt \ \ \ \ \ \ 4 3 INV W49.307t )D \ \ NV S-4920 \, I WAlR DESIGN BY MSA FOR 18"HDPE \ - \ wV (INV-4-- - \ \ \ PROPOSED SEWER LINE- \ \ \ NEW 400 LF M 2.53+/-) \ \ SEE D�\ \�" \ \ \ n 1z 12 \ „ a ��� 1.- VV PARCEL MAP NO. 37683 - - STORMDRAIN - r PROPOSED ELECTRIC LINE SECTION A INSTALL TRASH CAPTURE \ X. 12" WATER LINE \, I - - - DEVICE ON EXISTING CATCH BASIN TO COMPLY WITH - - EXISTING W GVWD EASEMENT PER INSTRUMENT '6.2012.0315 STATE TRASH AMENDMENT LT \ & 2012-0 70387 AND PILE PER INSTRUMENT 2012-0 767B9 D CONNECT TO EX. GAS LINE NOTE TO CONTRACTOR: EXISTING UTILITIES NOTE TO CONTRACTOR: QUANTITY ESTIMATE NOTE TO CONTRACTOR: SITE CONDITIONS ABBREVIATIONS THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. EDAIS ENGINEERING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB (E) EAST EX EXISTING STORM DRAIN MANHOLE LEGEND SHEET INDEX WHILE DUE CARE WAS TAKEN IN PREPARATION OF THE INFORMATION, EDAIS ENGINEERING, INC. CANNOT AND DOES NOT GUARANTEE QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING (N) NORTH FH FIRE HYDRANT THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY (S) SOUTH HORIZ HORIZONTAL DESC STATION TMH INVERT IN INVERT OUT COMMENTS IN A APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO (W) WEST INV INVERT ELEV DIR I ELEV DIR I ELEV SHEET 1 STORM DRAIN IMPROVEMENT PLANS COMMENCING WORK. ESTIMATES FOR CONSTRUCTION OR COST PURPOSES. EDAIS ENGINEERING, INC. SHALL NOT DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE EDAIS ENGINEERING, INC., HARMLESS (NE) NORTHEAST LF LINEAL FEET SDMH 1 3+6.50 58.32) N&W 45.20 SE 44.36 BE INV. TO BIO THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE (NW) NORTHWEST MH MANHOLE ( ( ) ( ) CLEAN WO4' PIPE SHEET 2 STORM DRAIN PROFILE A EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF QUANTITIES AT THE TIME OF CONSTRUCTION. OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE (SE) SOUTHEAST MIN. MINIMUM EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. NEGLIGENCE OF THE OWNER OR EDAIS ENGINEERING, INC. (SW) SOUTHWEST PROP. PROPOSED SDMH 2 6+95.56 58.70) W 49.30) S (49,20) BOV BLOW -OFF VALVE SWR. SEWER SHEET 3 STORM DRAIN PROFILE B-C-D IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED UTILITIES CVWD EASMENT NOTE C.B. CATCH BASIN TCO TOP OF CLEAN OUT SDMH 3 1+51.57 (58.35) N (50.50) E (50.40) ELEVATIONS OR LOCATIONS, EDAIS ENGINEERING, INC. IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE. EDAIS ENGINEERING, INC. CO CLEAN OUT TMH TOP OF MANHOLE S (50.50) STORM DRAIN IMPROVEMENT WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIR REQUIRED, IN WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2661 NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD WILL NOT BE DIP DUCTILE IRON TYR TYPICAL SHEET 4 NOTES & DETAILS AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHEPAGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 RESPONSIBLE FOR REPLACING AND/OR MAINTAINING ANY DECORATIVE CONCRETE PVC POLYVINYL CHLORIDE VCP VITRIFIED CLAY PIPE SDMH 4 0+17.86 58.27) N 47.33) E 47.23) ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF EDAIS ENGINEERING, INC. THE ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 AND/OR LANDSCAPING INSTALLED OVER MAINLINES OR VALVES. CVWD EASEMENT EA. EACH VERT VERTICAL W 47.33) CONTRACTOR SHALL NOTIFY EDAIS ENGINEERING, INC. PRIOR TO POTHOLING. IF NECESSARY, EDAIS ENGINEERING, INC. SHALL GAS SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 WILL BE DEDICATED BY: WTR. WATER REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. USA UNDERGROUND SERVICE ALERT (800) 227-2600 CITY OF LA QUINTA -INSTRUMENT NUMBER: 2012-0315108. RECORDED 07/06/2012 SDMH 5 2+19.25 58.40) W 49.30) S 49.20) DIG ALERT BENCHMARK: BASIS OF BEARING: REVISIONS EMI s APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA BENCHARK PD-3-1 E ELEV(TOP OI V I.P. I067 NGVD29 BEARIALONG GS THESHOWN RTHEREON YLINE FTBASED UPON THE NORTHEAST EARING QUARTS Engineering, Inc. RESIDENCE INN BY MARRIOTT ALONG THE NORTHERLY LINE OF THE NORTHEAST QUARTER 15/2019 N.K.E. i 1ST SUBMITTAL (TOP OF ALP. ITH COUNTY TAG AT THE INTERSECTION OF MILES OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 5 �`` K ``O DIAL TOLL FREE AVENUE AND ADAMS STREET) /12/2019 N.K.E. 2 2ND SUBMITTAL SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, 9/ vBoazz7-zsoo "No. c66253 STORM DRAIN BEING NORTH 89°39'I6"EASTAS SHOWN ON R.S. 9W52, RECORDS /24/2019 N.K.E. 3 3RD SUBMITTAL � $075 S. Ave. 4E Yt1mB" Ai1ZOIIB 85565 AT LEAST TWO DAYS OF RIVERSIDE COUNTY. Exp. 6/30/20 (928) 344-3568 FAX (928) 341-1075 IMPROVEMENT PLANS BEFORE YOU DIG. /2/2019 N.K.E. 4 4TH SUBMITTAL * P* EMAIL: n8jeh®Ed8legToup.Comov _T/V !9 APN 600-020-053 CMIL� _ BRYAN MCKINNEY CITY ENGINII DATE W4 OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. UNDERGROUND SERVICE 5%2019cEALEB PRE_ PREPARED FOR: SUNRIDGE PROPERTIES OFSOUTHERNCALIFORNIA DATE BY NO. INT DESCRIPTION APPR APPR DATE 5/6/19 AJEH EDAIS , PE DATE R.C.E. NO. 49418 EXP. DATE 9-30-2020 SHEET NO 1 OF 4 DESIGN BY: NKE DRAWN BY: JAT DATE:01 /10/19 DWG FILE: JOB NO. 18-027 S�2"0000Z SEE SHEET 3 OF PRECISE GRADING PLANS FOR INVERTS & SLOPES (TYP) SEE SHEET 3 OF PRECISE GRADING PLANS FOR INVERTS & SLOPES (TYP) ".T 7- .[T��"rr-r-,TrTT-iTt�SLT .S� Z-TS_LS:CT �r BID CLEAN NSBB SDMH #1 PROPOSED RIM58.53 TMH-58.32t 60 FI NIS HED+841} - -� STA 3+6.$0 SURFACE CONNECT TO EXISTING 24"RCP STORM 24" RCP SD PIPE - DRAIN. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF PIPE BEFORE -- -- - START OF CONSTRUCTION INV 42.53 ;-_..___._-._ INV 42.93 STA 1+35.30 STA 1+62.32 �J /.sI5MH #2 / TMH-58.703 INV NE-53.37z / INV 0 INV -49.2S-49.20 \` <\ � V INV NE-53.553 3 SDMH #2 TMH-58.70t -_---7---------- -_.. - _- _. - .STA 0+50-92 NEW 10 LF OF 18" HDPESOPIPEPIPE �_- @ 1%D SLOPE I -- INV NE-53.37t EXISTING 18" SD PIPE INV NE-53.55+ STA 0+40.49 INV S-49.20 INV NE-53.40± INV NE-53.37t STA 0+46.99 INVW4INV - S 99 00 45 -- - 0+00.00 SECTION E NEW 152 LF OF 24" HDPE SD PIPE @ 1% SLOPE PROPOSED FINISHED SURFACE 60 EXISTING GROUND 50 -}- 45 1+00.00 -� INV-44.05 MODIFIED MAXWELL IV INSTALLED BY TORRENT RESOURCES �OWN S N W SCALE HORIZ: 1"=20' SCALE VERT : 1"=5' DIG ALERT BENCHMARK: BASIS OF BEARING: BENCHARK PD-3-iE ELEVATION: 92.067 NGV029 BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING (TOP OF 1" I.P. ITH COUNTY TAG AT THE INTERSECTION OF MILES ALONG THE NORTHERLY LINE OF THE NORTHEAST QUARTER DIAL TOLL FREE AVENUE AND ADAMS STREET) OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 5 1-800-227-2600 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 8V39'IC EAST AS SHOWN ON R.S. 96/52, RECORDS AT LEAST Two DAYS OF RIVERSIDE COUNTY. BEFORE YOU DIG. UNDERGROUND SERVICE Al OF SOUTHERN CALIFORNIA. REVISIONS 5/2019 N.K.E. 1 1ST SUBMITTAL 2/2019 N.K.E. 2 2ND SUBMITTAL 4=19 N.K.E. 3 3RD SUBMITTAL 2019 N.K.E. 4 4TH SUBMITTAL DATE I BY I NO. I INT 2" WATER SERVICE 8" FIRE LINE NEW 15 LF -- - -- OF 24" HDPE _- SD PIPE @ 1% SLOPE NV W-45.20 8" PIPE INV E-46.46 NEW 90 LF STA 3+90.72 OF 18" HDPE SD PIPE @ 1 % SLOPE INV N&W 45.20 INV 5E-44.36 44.29 ............._ --} O_6-80 C --- 12.42 -- - _ V 9.36 4t 14 DESCRIPTION PRE APPR APPR DATE NEW 4Grr INV W-42.53 STA 1+62.32 NEW WATER LINE INV W-42.53 STA 1+62.32 SECTION A NEW 35LF OF 18" HDPE SD PIPE @ 1%SLOPE 8" PIPE INV W-47.11 STA 4+54.15 PROPOSED - FINISHED SURFACE 8" PIPE 8" PIPE INV E-47.86 INV W-47.87 STA 5+26.78 - STA 5+27.74 NOTE TO CONTRACTOR: EXISTING UTILITIES THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THE INFORMATION, EDAIS ENGINEERING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN A 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, EDAIS ENGINEERING, INC. IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE. EDAIS ENGINEERING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIR REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF EDAIS ENGINEERING, INC. THE CONTRACTOR SHALL NOTIFY EDAIS ENGINEERING, INC. PRIOR TO POTHOLING. IF NECESSARY, EDAIS ENGINEERING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. MESS/qy]F�:::;' DAI S K. Fp9i Engineering, Inc. N0. C66253 N 3075 S. Ave. 4E Yuma, Arizona 65365 Exp. 6/30/20 (928) 344-3586 FAX (928) 341-1075 P* EMAIL: najeh®Edaiegroup.00m CIVIL ' OF CAL\F � /'S7• „ 5/6/19 hA IF-H EDAIS , PE DATE �.... •MD IRYAN MCKINNEY CITY R.C.E. NO. 49418 EXISTING SDMH #2 GROUND TMH-58.7 NEW 345 LF - OF 18" HDPE INV NE-53.50i INV W-49.30 @ SO PIPE - - -- 1% SLOPE - n INV NE-53.51 8" PIPE -- - INV W 49.30 INV E&W�8 90 a - - - - INV S 49.20 --- STA 6+29 92 CONSTRUCTION NOTES Oi INSTALL 24" ADS-N12 (OR APPROVED EQUAL) STORM DRAIN PIPE. BEDDING PER DETAIL i ON SHEET 4 (TYP) 0INSTALL 24"X45° ADS-N12 (OR APPROVED EQUAL) AT BEND Q3 INSTALL 18" ADS-N12 (OR APPROVED EQUAL) STORM DRAIN PIPE ® INSTALL 18"X8"ADS-N72 (OR APPROVED EQUAL) WT WYE Q5 INSTALL 1878" ADS-N12 (OR APPROVED EQUAL) WT CROSS WYE © INSTALL 18"X45° ADS-N12 (OR APPROVED EQUAL) WT BEND 70 CONSTRUCT NEW MANHOLE AS PER CITY OF LA QUINTA STD. 342 ® INSTALL NEW BIO CLEAN DSBB 4-6-72 TORRENT RESOURCES TO INSTALL MODIFIED MAXWELL DRYWELL (OR APPROVED EQUAL) 1� PROPOSED 8" PUBLIC SEWER LINE (SEE PARCEL MAP 37683 DESIGN BY MSA) NYLOPAST 36" DRAIN BASIN W/2' DIA. GRATE (DETAIL 2 SHEET 4) CONNECT TO EX. 18" STORM DRAIN. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF PIPE BEFORE THE START OF CONSTRUCTION. SEE DETAIL FOR CONNECTION. CONNECT TO EX. 24" RCP STORM DRAIN. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF PIPE BEFORE THE START OF CONSTRUCTION. SEE DETAIL FOR CONNECTION. CITY OF LA QUINTA 6-1: 11 DATE EXP. DATE 9-30-2020 CITY OF LA QUINTA 1-60 - r- 35 7+00.00 RESIDENCE INN BY MARRIOTT STORM DRAIN PROFILE A APN 600-020-053 W4 OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. PREPARED FOR: SUNRIDGE PROPERTIES J c� D rn c1 D a f' D D I N J S N 0 IF - SCALE HORIZ: 1"=20' SCALE VERT : 1"=5' SHEET NO 2 OF 4 DESIGN BY: NKE DRAWN BY: JAT DATE:01/10/19 DWG FILE: JOB NO. 18-027 SEE SHEET 3 OF PRECISE GRADING PLANS FOR INVERTS & SLOPES (TYP) SEE SHEET 3 OF PRECISE GRADING PLANS FOR INVERTS & SLOPES (TYP) L FH I pW � US 13 SDMH #2 TMH 58 70E / INV NE-53.37i / INV W-49.30 / INV S-49.20 / EX. 18" PIPE — FH i PROPOSED WATER LINE -SEE WATERIMPROVEMENT PLANS NEW 108 LF SDMH #3 OF 16" HDPE TMH-56.47 11 SD PIPE INV N&S-50.50 @ 1%SLOPE INV E-50.40 IJL ti 11V_L \ 1J WATER LINE TO CROSS ABOVE STORM DRAIN PIPE AND MAINTAIN MIN. 2.00' SEPARATION -SEE SHEET 3 OF WATER IMPROVEMENT PLANS �, y FH PROPOSED WATER LINE -SEE WATERIMPROVEMENT PLANS SDMH #5 TMH-58.40f INV W-49.4, INV SA9.34 SECTION D s E W N SCALE HORIZ: 1" 20' SCALE VERT: 1"=5' PROPOSED WATER LINE -SEE NEW 206 LF WATER IMPROVEMENT OF18"HDPE PLANS SD PIPE @ 1%SLOPE SDMH #4 TMH-58.27m 12 INV N47.33 INV E-47.23 ZF OW NU SDMH #1 TMH-58.32t INV W&N45.: INV SE-44.36 N E S SCALE HORIZ: 1"=20' SCALE VERT: I"=5' SDMH#4 PROPOSED SDMH#1 TMH-58.27t EXISTING FINISHED TMH-58.32t 60 -- TA 0+17.86 _ - _ ]GROUND SURFACE _....-_-r_._�_--STA 2+25.18 _ - -- 55 - .I --- - -- 50 NEW 208 LF OF 18" HDPE SD PIPE @1%SLOPE }-- --- _._--_-- ------- INV N&S 47.01 STA0+79.86 __ -� -- 8" PIPE INV S-45.73 STA 2+8.17 -..__ 8'___...- PIPE -_ -- --- - IN W 47.33 __. - - - - 45 40—t ------- _ - -- -- - -- INV N -47.33 INV E-47.23 -- ' 1.34 CFS -- - — 'I 7.73 FPS ( _ — _:_ 4.36 -_ CFS -- — --�--- - C 3,94 CF V�7 ?3 FP Q=3:94 i+uu.uu SECTION C U� Z� OW HW w v=i y e SDMH #4 TMH-58.27m INV N-47.33 INV E47.23 3 NEW 200 LF 7 OF 18" HDPE SD PIPE @ 1% SLOPE DIG ALERT BENCHMARK: BASIS OF BEARING: REVISIONS ED rrcc(c BENCHARK PD3lE 1..>J)I/I14i ` 31nc. ELEVATION: 92.067 NGVD29 BEARINGS SHOWN HEREON ARE BASED UPON THE HEARINGALONG THE NORTHERLY LINE OF THE NORTHEAST QUARTER/15/2019 N.K.E. 1 1ST SUBMITTAL K, t� Engineering OP OF 1" I.P. ITH COUNTY TAG AT THE INTERSECTION OF MILES OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 5 DIAL TOLL FREE AVENUE AND ADAMS STREET) 12/2018 N.K.E. 2 2ND SUBMITTAL1-SOO-227-2600 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, U' Q Q66253 NBEING NORTH 8999'1C EAST AS SHOWN ON R.S. 96152, RECORDS /2412019 N.K.E. 3 3RD SUBMITTAL E)(P 6�30�20 =3075S.E Yuma" ArizonATLEAST TWO DAYS OF RIVERSIDE COUNTY. 6 FAX (928) 34 BEFORE YOU DIG. 2019 N.K.E. 4 4TH SUBMITTAL * * eh®Edaiegroup.Coxa CMIL OFCAL�F\P / , SW2019 UNDERGROUND SERVICEALER DATE BY NO. MT DESCRIPTION PRE - RE APPR DATE S/6/19 NAJEH EDAIS, E DATE OF SOUTHERN CALIFORRIA APPR Z+UU.UU E N S W SCALE HORIZ: 1"=20' SCALE VERT: 1"=5' 55 45 - - _ 40 v=7.73 FPS 3+00.00 CONSTRUCTION NOTES Q INSTALL 24" ADS-N12 (OR APPROVED EQUAL) STORM ------------- ----- 167 LF DRAIN PIPE. BEDDING PER DETAIL 1 ON SHEET 4 (TYP) Q INSTALL 24"X45° ADS-N12 (OR APPROVED EQUAL) WT BEND----------------- — 2 EA Q INSTALL 18- ADS-N12 (OR APPROVED EQUAL) STORM DRAIN PIPE ® INSTALL 18-XW ADS-N12 (OR APPROVED EQUAL) WT WYE — ----- 5 EA Q INSTALL 18"X8" ADS-N12 (OR APPROVED EQUAL) WT CROSS WYE---- ------------ ------ 2 EA © INSTALL 18"X45° ADS-N12 (OR APPROVED EQUAL) WT BEND -------------------- 3 EA Q7 CONSTRUCT NEW MANHOLE AS PER CITY OF LA QUINTA STD. 342-------------- 5 EA © INSTALL NEW BIO CLEAN DSBB 4-6-72----------------- 1 EA @ TORRENT RESOURCES TO INSTALL MODIFIED MAXWELL -- ---- 1 EA DRYWELL (OR APPROVED EQUAL) i® PROPOSED 8" PUBLIC SEWER LINE (SEE PARCEL MAP 37683 DESIGN BY MSA) 11 NYLOPAST DRAIN BASIN W/2X2 MAG STYLE GRATE (DETAIL 3 SHEET 4)----------- 2 EA. Q NYLOPAST 36" DRAIN BASIN W/2' DIA. GRATE (DETAIL 2 SHEET 4)------------ 5 EA. 1� CONNECT TO EX. 18" STORM DRAIN. CONTRACTOR-------------•— 1 EA TO VERIFY LOCATION AND DEPTH OF PIPE BEFORE THE START OF CONSTRUCTION. SEE DETAIL FOR CONNECTION. 1� CONNECT TO EX. 24" RCP STORM DRAIN. CONTRACTOR --------- 1 EA TO VERIFY LOCATION AND DEPTH OF PIPE BEFORE THE START OF CONSTRUCTION. SEE DETAIL FOR CONNECTION. NOTE TO CONTRACTOR: EXISTING UTILITIES THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THE INFORMATION, EDAIS ENGINEERING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN A 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, EDAIS ENGINEERING, INC. IS TO BE NOTIFIED OF SUCH CONDITIONS AT ONCE. EDAIS ENGINEERING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIR REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF EDAIS ENGINEERING, INC. THE CONTRACTOR SHALL NOTIFY EDAIS ENGINEERING, INC. PRIOR TO POTHOLING. IF NECESSARY, EDAIS ENGINEERING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA RESIDENCE INN BY MARRIOTT STORM DRAIN PROFILES B-C-D APN 600-020-053 3RYAWIMCKINNEY CITY ENGINEER DATE WZ OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. PREPARED FOR: SUNRIDGE PROPERTIES R.C.E. NO. 49418 EXP. DATE 9-30-2020 SHEET NO 3 OF 4 DESIGN BY: NKE DRAWN BY: JAT DATE:01/10/19 DWG FILE: MAXIMUM COVER FOR ADS N-12 WT PIPE (FT) DIAMETER (IN) CLASS 1 COMPACTED DUMPED CLASS 2 95% 1 90% 1 85% CLASS 3 95% 111 90% 1 85% 8 40 13 27 18 13 19 14 12 12 43 15 29 20 15 21 16 14 18 40 13 27 19 13 19 14 12 24 36 12 25 17 12 17 12 11 DATA OBTAINED FROM ADS TECHNICAL NOTE 2.01 SEPTEMBER 2008 (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATF/SOLID COVER TO MATCH BASIN O,D. NYLOPLAST 36" DRAIN BASIN: 2836AG _ _X 2.25 FT MIN. MANUFACTURING REQUIREMENT FROM TOP OF GRATE TO TOP OF PIPE. (HEIGHT INCLUDES REDUCING (3)VARIABLE INVERTHEIGHTS CONE HEIGHT PLUS ITFOR AVAILABLE (ACCORDING TO MANUFACTURING PURPOSES) j PLANSRAKE OFF) CARE PLACED FULLY VARIES ASTM D448#67 - CRUSHEDSTONE OR OTHER SUITABLE MATERIAL COMPACTED TO 90% MINIMUM �12" MIN INITIAL PLACEMENT 12' MIN INITIAL PLACEMENT (4" MIN) 1 256c+ 12"_. --X FOR ADS N-12 PIPE NO SOALL 'T" BEDDING DETAIL 1 - IS" MIN WIDTH GUIDELINE 8'MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110.111 FOR NON TRAFFIC INSTALLATION. 36' X 30" CONE STYLE REDUCER THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- 30' FOR CORRUGATED HOPE (ADS W12MANCOR DUAL WALL, j V V MIN ADS/RANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX. SCH 40), PVC CWO/CW5, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 1- GRATESGOLID COVER SHALL BE DUCTILE IRON PERASTM A538 GRADE 70305. THIS PRINT DISCLOSES SUBJECT MATTERINWHDH DIGWNBY NMN LATERAL 2 FRAMES SHALL BE DUCTILE IRON PER MIN AN16 GRADE 7G5 01 THIS PRINT DISCLOSES RECEIPT 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. NYLOR POSSESSIONTHAS OF THIS TARPPRINT RIGHTS.ES T E RECEIPT MTE F21.10 RISERS ARE NEEDED FOR BASIN BODIES OVER M'DUE TO SHIPPING TRANSFER, OR LICENSE THE USE OF THE DESIGN OR RESTRICTIONS. TECHNICAL INFORMATION SHOWN HEREIN 4 -ASTA DRAINAGECONNECTIONFOR ORRUGTUDHOPE(AMB JOINT TIGHTNESS SHALL DUAL WALMR L), REPRODUCTNNi OF THIS PRINT OR ANY INFORMATION APPD BY INN PROJECT MO.RIAME W12 HP,212FOR CORRUGATEDXWE(ADS N-1LIANCOR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY N12HPBPVCSEWER. ARTICLE HEREFROM. FOR THE DISCLOSURE TO OTHERS �� P211B 5 - ADAPTERSCANBEMOIRTEOON ANVANGLEO°7MI-11 TO DETERMINE MNIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ANGLE BETWEEN ADAPTER39EE DRAWING N0. 7001-110-012,PFRMISS DWG SIZE A SCALE 140 ME NYLOPLAST 36" DRAIN BASIN DSBB PERFORMANCE DATA TREATMENT FLOW RATE (CFS) a35 SETTLING AREA (SF) 24.0 LOADING RATE (GPM/SF) 43.95 SCREEN Y Y 12.26 SEDIMENT STORAGE CAPACITY (CF) 7L52 60% TSS REMOVAL E 125 MICRON DSBB STORAGE CAPACITIES CAGE SCREEN CAPACITY L W CFT) (FT) AL SCREEN 1 3r27 L25 L50 6.1313 SCREEN 2 3,27 1.25 1.50 6.13 SEDIMENT CHAMBER CAPACITY CHAMBER 1 2,00 4.00 3.00 24M 1.92 4,00 3.00 23.0400 3 2.04 4W 3.00 24.48 GENERAL NOTES Ld L 1ID CLEAN TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. _ E ALL DIENSIOIS, ELEVATIONS. SPECIFICATIONS. AND CAPACITIES U ARE SUBJECT TO CHANCE. FOR PROJECT SPECFIC DRAVDGS a DETALING DIACT DINEII�IS. WEIGHTS. Alm ACCESSORIES = PLEASE CONTACT 1ID CLEAR 36 LIDS FOR SCREEN SYSTEM 16 ALTERNATIVE HATCHES AVAD.MLE SLIDING UPON REQUEST. LIDS INSTALLATION NOTES L CONTRACTOR TO PROVIDE ALL LADOR. EMM4EMT, MATERIALS, NO DICIDEIITALS REMOED TO OFFLOAD NO INSTALL THE DSL LKT Alm APPURTENANCES /N ACCORDANCE WITH THIS DRAWING AND THE NNWACrJlW S SPECIFICATIONS, UNLESS OTHERVISE THRU HOLE STATED /N MA NFACTIRER S CONTRACT. GROUT PIPE PER 2 MHNAAM1B��'ACTAM RECO�EImS A 61-Ir LEVEL ROCK BASE UNLESS INSTALLATION NOTE 4 SPECIFRO BY Im PRDECi DISDA L CONTRACTOR IS RE UNSIILE TO VERIFY PROJECT EHGDGM RECOMMENDED RASE um I NJS MUSTBE FLUSH WITH INSIDE SURFACE OF RATE. WIPES CAMOT INTRUDE BEYOND FLUSH 4. ALL GAPS AQDm PIPES SHALL 1E SEALED WATER TIGHT WITH S. DIG ALERT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG. UNDERGROUND SERVICE A OF SOUTHERN CALIFORNIA E BENCHMARK: BENCHARK PD-3-1E ELEVATION: 92.067 NGVD29 (TOP OF 1" I.P. ITH COUNTY TAG AT THE INTERSECTION OF MILES AVENUE AND ADAMS STREET) n Ci 6' MIN. BASE END VIEW BASIS OF BEARING: 44(u GD zD BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING ALONG THE NORTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH ST39116"EAST AS SHOWN ON R.S. NV52, RECORDS OF RIVERSIDE COUNTY. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (12" MIN. BASED ON MANUFACTURING REQ ) GRATEOPTIONB LOAD RATGG PART# DRAWNG# PEDESTRIAN MEETS H IO 3099CGP ?001-0ID320 S1AlIDARD MEETS H-20 3095CGS 700t-t t022t SOLID COVER MEEW HIP 30BSCGC 7001110@2 DOIAE WA 3099CGD i0P11 t0223 111100, GAAVE A 3051E MIN pTBl B9x-A43 1♦Tvl OO1 1.In01 B3x.xa0 1�J� l101 xwr.nYI.PM.Pusrnm ME 36'ORANI BA9N pIICK 9PEC MSTALIATXW OETAB 8" -15" NYLOPLAST DRAIN BASIN WITH BRONZE GRATE (1, 2) BRONZE GRATE & INTEGRATED DUCTILE IRON FRAME TO MATCH BASIN O.D. *@*- PE MINIMUM PI BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) WATERTIGHT JOINT _ (CORRUGATED HOPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4'- IF FOR CORRUGATED HOPE (ADS N-1 WHANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SON 35), PVC DWV (EX: SCH 40), PVC C90DIC905, CORRUGATED & RIBBED PVC (5) ADAPTER ANGLES VARIABLE 00 - 3600 ACCORDING TO PLANS (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (fi" MIN. BASED ON MANUFACTURING RED.) 4-MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER 1 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1-8- 15' GRATES SHALL BE SOLID BRASS METAL 2 - 12' & 17 FRAMES SHALL BE DUCTILE IRON PER ASTM AYM GRADE 7"0 F a 1T BRONZE GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO, 7WT1104)45. 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORONG TO PLAN DETAILS. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EW MATERIAL 31NVERONAAW RISERS ARE NEEDED FOR BASINS OVER N" DUE TO SHIPPING RESTRICTIONS. NYLOPUST HAS PROPRIETARY RIGHTS. THE RECEIPT r(�/_]��/� BUFORD,G3W1F SEE DRAWING NO, IIBt-110C65 OR POSSESSION OF MIS PRINT DOES NOT CONFER, DATE a2510 PHN(TTMB3SM43 4 DRAINAGE CONNECTION MR JOINT TIGHTNESS SHALL CONFORM TO TRANSFER, OR LICENSE THE USE OF THE DESIGN OR �� FAXITIINL2eD ASTM M12 FOR CORRUGATED HOPE (ADS N-12IRANCON DUAL WALL), TECHIIFX INFORMATION SHOWN HEREIN REVWDBY ROAR PRO.IECTNO.l1AME �i��ll�im 1' w+.Ig1PRYsiHmF n N12 HP, & PVC SEWER, REPRODUCTION OF MIS PRINT OR ANY INFORMATION TILE 5- ADAPTEASCANBEMONNTEDONANYANGLEO°TOND°. TODETERMINEMINIMUM CONTAINED HEREIN, OR MANUFACTURE OF MY DATE 03.11-18 DRAW BMN WTN BRONZE GRATE WM:NSPEC ANGLE BETWEEN ADAPTERS SEE DRAWING NO. MIA 1"12. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS INSTALLATION DETAIL B - 8'-15' BRONZE GRATES H4VEN0 LOAD MTING. IS FORBIDDEN, SPECIFIC WRTIEN NYLBY PERMISSION FROM NVIOPIAST. �RyyT OYlfr °� A SCALE 1:ID SHEET 1 OF 1 O1RG N0. IN1-110Jr6 FROM REV C NYLOPLAST DRAIN BASIN w/GRATE El BloSorb HYDROCARBON BOOM BAFFLE FILTER� WALL SCREEN OIL SKIMMER NN :.; .. ....... ..A..., m ����OUTFLOW PIPE H DEFLECTOR\ SHIELDRAMP FILTER SCREEN PLAN VIEW ACCESS MANHOLE/HATCHES CND• •� O .It ••t RIM 1 x B' B-GRADE O• OF RISER TV SPLITTER DO �..• ' I' I , I F # _ IE IN ���� TE OUT WATER I I t t ELEVATION VIEW REVISIONS W019 N.K.E. 1 1STSUBMITTAL 2/2019 N.K.E. 2 2ND SUBMITTAL 4/2019 N.K.E. 3 3RD SUBMITTAL 12019 N.K.E. 4 4TH SUBMITTAL DATE I BY I NO. I INT The MaxWell® IV Drainage System Detail And Specifications O ITEM NUMBERS C 1. MANHOLE CONE - MODIFIED FLAT BOTTOM. 2. BOLTED RING & GRATE - DIAMETER AS SHOWN. 7 CLEAN CAST IRON WITH WORDING "STORM WATER UU ONLY" IN RAISED LETTERS. BOLTED IN 2 LOCATIONS ? AND SECURED TO CONE WITH MORTAR. RIM UU ELEVATION tO.02' OF PLANS. d 3. GRADED BASIN OR PAVING (BY OTHERS). Z 4. NON -WOVEN GEOTEXTILE SLEEVE, MIRAFITM/ 140 NL. 19 MIN. 6 FT 0, HELD APPROX. 10 FEET OFF THE BOTTOM OF EXCAVATION. 5. PUREFLO® DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITH VENTED ANTI -SIPHON AND C INTERNAL .265" MAX. SWO FLATTENED EXPANDED STEEL SCREEN X 12" LENGTH. FUSION BONDED EPDXY COATED. 6. PRE -CAST LINER - 4000 PSI CONCRETE 48" ID. X 54" OD. CENTER IN HOLE AND ALIGN SECTIONS TO I MAXIMIZE BEARING SURFACE. EIGHT (8) PERFORATIONS PER FOOT, 2 ROWS MINIMUM. 7. MIN. 6' H DRILLED SHAFT. iv S. SUPPORT BRACKET - FORMED 12 GA. STEEL. 1 FUSION BONDED EPDXY COATED. IL 9. OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE SEAL. 10. DRAINAGE PIPE - ADS HIGHWAY GRADE WITH TRI-A COUPLER. SUSPEND PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING OR BREAKAGE. DIAMETER AS NOTED. 11. BASE SEAL - GEOTEXTILE OR CONCRETE SLURRY. 12. ROCK - WASHED, SIZED BETWEEN 3/8" AND 1-1/2" TO BEST COMPLEMENT SOIL CONDITIONS. 13. FLOFAs-r" DRAINAGE SCREEN - SCH. 40 PVC 0.120" SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. 120" OVERALL LENGTH WITH TRI-B COUPLER. 14. MIN. 4' 4/ SHAFT - DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE SOILS. 15. FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE REMOVED BY CUSTOMER AT PROJECT COMPLETION. 16. ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ. CAPACITY. TYPICAL, TWO PER CHAMBER. 17. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION. INCREASE SETTLING CHAMBER DEPTH AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE OVERFLOW PIPE INLET. 18. STABILIZED BACKFILL - TWO -SACK SLURRY MIX. 19. INLET PIPE (BY OTHERS). 1"� �, � "o" -1 '00 MaxWell® V Manufactured and Installed by TORRENT RESOURCES An evolution of McGuckin Drilling W W W.torrentri sources.com CALIFORNIA 661-947-9836 ARIZONA 602-268-0785 NEVADA 702-366-1234 AZ Lic. R0007D465 A, ROCO47067 84, ADWR 363 CA Lic 528080, C42, HAZ. NV Lic, 0035350 A- NM Lic. WSW GF04 U.S. Patent No. 4,923,330 -T" Ta4emark 1974, INN, 2004 x Tn � J o p w Tn w m w S U w O O z � J z LU z fn O 1- F w z W a �p Essi( E D A = S APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA K• Engineering, Inc. RESIDENCE INN BY MARRIOTT ' STORM DRAIN IMPROVEMENTS ,-'NO. C66253 �' C 5 S- Ave. 4E Yuma, Arizona 85365&p. 6/30/20 8) 344-3568 FAX (928) 341-1075 /� 9 NOTES & DETAILS * *' EMAIL: najeh®EdaieQroup.com ` APN 600-020-053 CIVIL �P OF CALF BRYA MCKINNEY CITY ENGINEER DATE W OF SEC. 29 , T, 2 S., R, 5 E., S.B.M. SW2019 PREPARED FOR: SUNRIDGE PROPERTIES DESCRIPTION PRE APPR DATE 5/6/19 NAJEHEDAIS,P DATE APPR R.C.E. NO. 49418 EXP. DATE 9-30-2020 SHEET NO 4 OF 4 DESIGN BY: NKE DRAWN BY: JAT DATE:01 /10/19 DWG FILE: JOB NO. 18-027