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HomeMy WebLinkAboutDesert Willow Overflow Parking Lot_1 PALM DESERT GENERAL NOTES- IN THE CITY OF PALM DESERT , COUNTY OF RIVERSIDE , STATE OF CALIFORNIA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE THOUSAND STANDARD DRAWINGS AND SPECIFICATIONS OF THE CITY OF PALM D CATHEDRAL PALMS DESERT, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE CALTRANS STANDARD PLANS AND CALTRANS CI TY RA C I A MON RD STANDARD SPECIFICATIONS WHEN APPLICABLE. PROJECT 2. NO CONSTRUCTION IS AUTHORIZED WITHOUT THE APPROPRIATE PERMITS a � LOCATION � ISSUED BY THE CITY OF PALM DESERT PUBLIC WORKS DEPARTMENT. w ID" ESE11111,17 GERALD FORD P LM3. THE NGINEER-OF-W W1LLbV111 ,.-, E ORK SHALL BE NOTIFIED W �)HEN CONSTRUCTION H0 �� JL 0 AS �PARKtN L T 000MMENCED. n FRANK SINATRA DE E 10 4. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING 3 995 D -P SER" T WT o o 0 �� 0 0 R T �/ E U 0 . CONSTRUCTION, THE ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR COUNTRY a clue DR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FORRANCHO m } � R0JE CT N0 0 6` 14 - 09 / M W HO LN 42NOAVE APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. � o W w MIRAGE ' IND C . HALL BE RESPONSIBLE FOR ALL DAMAGES TO ONSITE, � �a FREE WAKING DR OFFSITE AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES. , 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PALM DESERT GRADING NOTES: PAVING NOTES DR EL PASEO 111 PRECAUTIONS TO PROTECT ADJACENT PROPERTY OWNERS FROM ANY in AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF 1. ALL GRADING TO BE DONE IN ACCORDANCE WITH THE CITY OF PALM DESERT GRADING ORDINANCE. 1. ALL UNDERGROUND FACILITIES, INCLUDING LATERALS, SHALL BE IN Z AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN PLACE,AND ALL TRENCHES COMPACTED AND TESTED PRIOR TO PAVING. EXISTING UNDERGROUND UTILITIES INDIAN 00 o CONJUNCTION WITH CONSTRUCTION OF THESE IMPROVEMENT PLANS. 2. THIS PLAN IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A GRADING PERMIT BASED ON THIS PLAN SANITARY SEWER 8" S Z it DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY LOCATIONS AND SIZES, PARKING LAYOUT, BUILDING 2. ALL EXISTING OR NEW IMPROVEMENTS, INCLUDING CURB AND GUTTERS, WATER LINE 6" W WELLS Q 7. THE CONTRACTOR, AT NO EXPENSE TO THE CITY, SHALL PROVIDE ALL SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING WHICH ARE BEING " w�isorocw 3 LOCATION, WALL HEIGHTS AND LOCATIONS, OFFSITE DRAINAGE FACILITIES, OR OTHER ITEMS NOT � STORM DRAIN 24 S.D. NECESSARY SAMPLES AND TESTS THAT THE DIRECTOR OF PUBLIC WORKS RELATED DIRECTLY TO THE BASIC GRADING OPERATION. JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT SHALL BE GAS LINE 2" G 74 MAY REQUIRE TO ASSURE THAT QUALITY OF MATERIAL AND 3. A WET SIGNED LETTER OF CERTIFICATION FROM THE ENGINEER-OF-WORK STATING LOCATIONS OF JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY IRRIGATION LINE 20" IRR. WORKMANSHIP ARE IN ACCORDANCE WITH THE SPECIFICATIONS. ENGINEER, INCLUDING NECESSARY SAWCUTTING, REMOVAL, �"`F' FORMS ARE IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLAN, AND A COMPACTION REPORT 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL _ FROM A SOILS ENGINEER ON ALL FILL AREAS ARE REQUIRED PRIOR TO THE BUILDING PERMIT REPLACEMENT AND CAPPING.ISSUANCE. EXISTING TOPOGRAPHY `nICINITY MAP QU1N T V A MAINTAIN ALL FACILITIES, COMPLETED AND UNCOMPLETED, UNTIL 3. NEW OR EXISTING CURB AND GUTTER SHALL BE MARKED AT EVERY 10 -,-� BLOCK WALL NOT 70 SCALE ACCEPTED BY THE CITY. 4. ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE DEPARTMENT OF COMMUNITY FEET WITH A SCORE LINE AND EVERY 50 FEET WITH A CONSTRUCTION BOARD FENCE DEVELOPMENT, ISSUED A SEPARATE PERMIT AND BE INSPECTED BY THE DEPARTMENT OF BUILDING EXPANSION JOINT. -X- -n- FENCE 9. ALL SURVEY MONUMENTS WITHIN OR BOUNDING THE WORK LIMITS,WHETHER FOUND FROM RECORD OR BY INSPECTION SHALL PRIOR TO 4. NEW OR EXISTING CURB AND GUTTER SHALL BE JOINED AND SAFETY. THOSE WALLS THAT THE GRADING, PAD ELEVATIONS/FINISHED FLOOR ELEVATION AND -e- �-- CHAIN LINK FENCE ANY CONSTRUCTION, BE LOCATED AND REFERENCED BY A LICENSED HORIZONTAL SHOWN AS RETAINING WALLS SHALL BE CONSTRUCTED TO CITY OF PALM DESERT REPLACED IF DAMAGED, TO A SAWCUT LINE SUCH , MATCHED OR THAT A MINIMUM SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND RETAINING WALL STANDARDS OR BE SUPPORTED BY ENGINEERING CALCULATIONS AND DETAILS. LENGTH OF 7 FEET OR CURB AND GUTTER REMAINS IN PLACE AT ALL 0 SANITARY SEWER M.H. q­-) POLE & GUY ANCHOR GAS METER SURVEYING. THE REFERENCED MONUMENTS DISTURBED OR REMOVED LOCATIONS. OD STORM DRAIN M.H. CE ELECTRICAL POLE RAILROAD TRACKS PROJECT INFO DURING CONSTRUCTION SHALL BE RESET IN ACCORDANCE WITH SECTION 5. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. r­1 TELEPHONE VAULT Cr TELEPHONE POLE `P RAILROAD SIGNAL PROJECT: 8771 OF THE LAND SURVEYORS ACT AND CITY STANDARDS AND 5. A "TACK COAT" SHALL BE APPLIED BETWEEN PAVEMENT LAYER, o� JOINT USE POLE TRAFFIC SIGN o PULL BOX 6. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION, THE LOT 8 TRACT N0. 28450 REQUIREMENTS AT THE CONTRACTORS EXPENSE. CONCRETE SURFACES AND ON EXISTING PAVEMENT TO BE RESURFACED --ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �1 WATER METER STREET NAME SIGN �- STREET LIGHT DESERT WILLOW OVERFLOW PARKING LOT REVISING THE PLANS FOR APPROVAL BY THE DEPARTMENT OF PUBLIC WORKS. AT THE RATE OF 0.10 GAL/YD. THE TACK COAT SHALL BE TYPE SS1 $ FIRE HYDRANT * MAIL BOX ® VALVE CITY PROJECT NUMBER 614-09 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS IN ASPHALTIC EMULSION WITH A 60-70 GRADE LIQUID ASPHALT. 38995 DESERT WILLOW DRIVE PALM DESERT AT (760) 776-6450 AT LEAST 48 HOURS PRIOR TO 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, OFF-SITE AND ADJACENT COMMENCING ANY WORK. UTILITIES, FACILITIES AND PROPERTIES. 6. THE VISCOSITY GRADE OF PAVING ASPHALT SHALL BE PERFORMANCE pc•O• SANITARY SEWER CLEANOUT Oppa PEDESTRIAN PUSH BUTTON PALM DESERT, CA. 92260 GRADE OR AS DETERMINED BY THE CITY ENGINEER AT THE TIME OF STREET LIGHT (UPRIGHT) ® TRAFFIC SIGNAL CONTROLLER PROJECT DATA: 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PAVING. PROTECTION OF ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF TRAFFIC SIGNAL TRAFFIC SIGNAL ON SIGNAL MAST ARM TOTAL LOT AREA: 770,118 SQ FT (17.68 ACRES) UTILITIES OR FOR EMERGENCY ASSISTANCE CALL: AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONJUNCTION WITH 7. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE F DISTURBED AREA: 116,276 SQ FT (2.67 ACRES) WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 PLACED UNTIL ALL ON-$ITE IMPROVEMENTS HAVE BEEN COMPLETED, STREET LIGHT & TRAFFIC Q TRAFFIC SIGNAL LOOP DETECTOR - 6 x 6' LANDSCAPE AREA: 14,103 SQ FT 0.32 ACRES CONSTRUCTION OF THESE GRADING PLANS. ( ) SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 INCLUDING ALL EARTHWORK GRADING. SIGNAL ON MAST ARM ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 0 TRAFFIC SIGNAL LOOP DETECTOR - 6' DIA. FEMA FLOOQ DATA: 9. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) 776-6450 AT LEAST 24 m� WALK - DON'T WALK GAS THE GAS COMPANY 800-427-2200 8. MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINISHED HOURS PRIOR TO COMMENCING ANY WORK. PEDESTRIAN SIGNAL ��` CITRUS TREE FLOOD ZONE' "X", PANEL: 06065C1615G, TELEPHONE VERIZON CALIFORNIA, INC. 800-483-1000 -GRADES AFTER COMPLETION OF CONSTRUCTION TO THE STANDARDS OF DATE: AUGUST 28, 2U09 CABLE TIME WARNER 760-340-1312 THE FACILITY OWNER. :--- ZONE DEFINITION: A A OF 0.2� ANNUAL 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. > ��: CONCRETE DIG ALERT 800-227-2600 �";�:;:;�;e C�iANCE FLOOD; � ANNUAL FLOOD FOR THE LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL: G DECIDUOUS TREE AR OF '%9. ALL EXISTING PAVEMENT WITHIN AND ADJOINING THIS PROJECT SHALL BE r� -'' -''I ASPHALT 4�'ITH AVERA(�"DEPTHS OF LESS THAN 1 OR 12. THE DEPARTMENT OF PUBLIC WORKS DOES NOT ASSUME ANY EITHER REMOVED OR STRUCTURALLY TESTED TO VERIFY THAT THE �- RESPONSIBILITY FOR THE ACCURACY OF THE QUANTITIES SHOWN HEREON. WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 STRUCTURAL CAPABILITIES ARE ACCEPTABLE. ALL RESULTS SHALL BE NTH DRAINAG AREAS LESS THAN 1 SQUARE SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 - EDGE OF PAVEMENT APPROVED BY THE CITY ENGINEER. PALM TREE MILE; AND ARRAS PROTECTED BY LEVEES 1 ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 >10M 1% ANNU L CHANCE FLOOD 13. THE STRUCTURAL SECTION SHALL BE AS PER THE STATE OF CALIFORNIA GAS THE GAS COMPANY 800-427-2200 "� BUILDING x" ' DEPARTMENT OF TRANSPORTATION, HIGHWAY DESIGN MANUAL TEST NO. 10. THE CURB SHALL BE "ETCHED SHOWING LATERAL LOCATIONS: S FOR TOPOGRAPHIC AND'BOUNDARY SURVEY: 301-F FOR DETERMINATION BY THE R-VALUE METHOD. TELEPHONE VERIZON CALIFORNIA, INC. 800-483-1000 o TREE STUMP CABLE TIME WARNER 760-340-1312 SEWER, G FOR GAS, AND E FOR ELECTRICAL. UNDERGROUND STRUCTURE SURVEY PERFORMED BY: GUIDA SURVEYING 14. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE DIG ALERT 800-227-2600 11. ALL PERMANENT ROADWAY TRAFFIC STRIPING, LEGENDS AND PAVEMENT ® OVERHANGING STRUCTURE DATE OF SURVEY: 02/02/2010 CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS, IF 11. ALL PROPERTY CORNER MONUMENTS SHALL NOT BE DISTURBED BY THE GRADING OPERATION AND MARKERS SHALL BE INSTALLED AFTER PERMANENT PAVING. THE TYPE SHRUBBERY EAF�THWORK QUANTITIES: CONSTRUCTION HAS NOT COMMENCED WITHIN 12 MONTHS FROM THE RELATED WORK. ANY MONUMENT WHICH THE CONTRACTOR ANTICIPATES DISTURBING SHALL BE AND LOCATIONS SHALL BE INSTALLED PER PLAN OR AS DIRECTED BY RAW CUT: 4,000 CY DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. LOCATED AND REFERENCED BY A LICENSED LAND SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO THE CITY ENGINEER. PRACTICE LAND SURVEYING. ALL MONUMENTS DISTURBED OR REMOVED SHALL BE RESET BY A ABBREVIATION DERNmoN ABBREVIATION DEFINITION 15. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY 12. TEMPORARY ROADWAY STRIPING SHALL BE INSTALLED ON ALL A.C. Asphaltic Concrete M.V. Mercury Vapor APN AND LEGAL DESCRIPTION: LICENSED SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING, AT THE Ac. Acre Max. Maximum A.P.N. 620-400-008 WORKING LIMITS AND SAWCUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR CONTRACTOR'S EXPENSE. UNFINISHED ROADWAY SURFACES AS DIRECTED BY THE CITY Area Area Min. Minimum LEGAL DESCRIPTION TO REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL ENGINEER. Ave. Avenue N. North BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND Avg. Average N.T.S. Not to Scale LOT 8, TRACT NO. 28450, BK. 264, PGS. 4-15 LOCATION ACCEPTABLE TO ALL CONCERNED AGENCIES AND 12. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY OF PALM DESERT B.C. Beginning of Curve NE'ly Northeasterly y DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT COMMENCED WITHIN 12 MONTHS FROM B.C.R. Beginning of Curb Return N Northerly ORGANIZATIONS. B.M. Bench Mark No. Number CIVIL ENGINEER: THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. B.V.C. Beginning of Vertical Curve NW'ly Northwesterly AARON KULP Blvd. Boulevard O.C. On Center CITY OF PALM DESERT;, 16. ALL P.C.C. AND A.C. IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S C Center Opp. Opposite OPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE C&G Curb & Gutter P.B. Pull Box 73510 FRED WAR%I - DRIVE CONSTRUCTION NOTES QTY. EST. CONSTRUCTION NOTES QTY. EST. SHEET INDEX C.B. Catch Basin P.C. Point of Curvature PALM DESERT, CA 92260 CONTRACTOR AT NO COST TO THE CITY OF PALM DESERT. c.f. Curb Face P.C.C. Point of Compound Curvature or C.I. Cast Iron Portland Cement Concrete PHONE (760) 346-0611 17. STREETS IN THE CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL REMOVE EXISTING PAVEMENT SECTION INCLUDING BASE AS NECESSARY TO REMOVE EXISTING LIGHT POLE AND ASSOCIATED WIRING C.M.P. Corrugated metal pipe P.C.V.C. Point of Compound Vertical Curve FAX (760) 341-7098 OO ACCOMMODATE PROPOSED CONSTRUCTION. 4,000 CY 09 2 EA 1 COVER SHEET C.M.P.A. Corrugated metal pipe arch P.I. Point of Intersection TIMES BY MECHANICAL METHODS. C.O. Cleanout P.P. Power Pole REMOVE EXISTING SPLIT RAIL FENCE REMOVE EXISTING DRIVEWAY AND SIDEWALK AND CONSTRUCT NEW C.P. Concrete pipe P.R.C. Point of Reverse Curvature OWNER: 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE O 500 LF ® COMMERCIAL DRIVEWAY PER DETAILS 2 AND 3 ON SHEET 3 2 EA 2 DEMOLITION / SITE PLAN C.R. Curb Return P.R.V.C. Point of Reverse Vertical Curve MARTIN ALVAREZ C.T.B. Cement treated base P.T. Point of Tangency PROPOSED WORK AREA. CONSTRUCT 3" AC OVER 4" AGGREGATE BASE PER DETAIL 3 ON SHEET 2 CONSTRUCT 4" THICK P.C.C. WALK PER DETAIL 4 ON SHEET 2 c.y. Cubic Yards R Property Line PALM DESERT REDEVELOPMENT AGENCY O 90,000 SF 11 75 SF 3 PRECISE GRADING PLAN Calc. calculated PL Point 73510 FRED :WARING DRIVE Cb. Curb R. Radius PALM DESERT, CA 92260 19. NO PUBLIC STREET SHALL BE CLOSED TO TRAFFIC WITHOUT PRIOR CONSTRUCT NEW SPLIT RAIL FENCE TO MATCH EXISTING FENCE PER INSTALL PAVEMENT STRIPING PER PLAN AND DETAILS 1 AND 6 ON SHEET C-C Center to Center R.C.P. Reinforced Concrete Pipe WRITTEN APPROVAL OF THE CITY ENGINEER. 4 800 LF PER PLAN 4 SITE LIGHTING PLAN Cir. Circle R.E. Registered Engineer PHONE 760 346-0611 0 DETAIL 5 ON SHEET 2 © 2 q Center Line R.S. Record of Survey ( ) PROTECT EXISTING IRRIGATION MAIN IN PLACE INSTALL LIGHT AS PER LIGHTING PLAN ON SHEET 4, WITH STREET LIGHT Co. County or Company R.W. Hdr. Redwood Header FAX (760) 341-7098 20. NO TRENCHES SHALL REMAIN OPEN OVERNIGHT WITHOUT PRIOR WRITTEN d .N/A ® PULL BOX 17 EA 5 HORIZONTAL CONTROL PLAN cone. Concrete R/R Railroad APPROVAL OF THE CITY ENGINEER. const. Construct R/W Right of Way LANDSCAPE ARCHITECT: REMOVE EXISTING SIGN CONSTRUCT 6 BAY TRASH AND RECYCLING ENCLOSURE PER CITY OF PALM cur. Corner Rd. Road DIANE HOWNGER 6 1 EA 4 1 EA 6 LANDSCAPE PLAN cu. ft. Cubic feet Rec. Record 21. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE 0 DESERT STANDARD D.G. Decomposed Granite Riv. Riverside CITY OF PALM DESERT D/W Driveway RL Right 73510 FRED WARING DRIVE SUFFICIENT CAUSE FOR THE CITY TO ARRANGE FOR NECESSARY WORK CONSTRUCT PRESSURE TREATED HEADER PER DETTIL 3 ON SHEET 2 INSTALL NEW 2" DIAMETER SC40 PVC IRRIGATION SLEEVE. EXTEND INTO Dr. Drive S. South TO BE COMPLETED BY OTHERS. COSTS TO COMPLETE THE WORK BY 04,000 LF MEDIAN ISLAND A MINIMUM OF 2' BEYOND BACK OF HEADER. 720 SF 7 IRRIGATION PLAN E. East S.B. San Bernardino PALM DESERT, CA 92260 OTHERS WILL BE CHARGED TO THE CONTRACTOR. E.C. End of Curve S.D. Storm DrainRELOCATE EXISTING TREE PER LANDSCAPE PLAN CONSTRUCT INFILTRATION TRENCH PER DETAIL 4 ON SHEET 3 AND E.C.R. End of Curb Retum S/W Sidewalk PHONE (760) 346-0611 ® 1 EA ® GRADING PLAN 385 LF 8 LANDSCAPE/IRRIGATION DETAILS E.P. Edge of Existing Paving Sec. Section FAX (760) 341-7098 22. ALL LANDSCAPING AND IRRIGATION THAT IS DAMAGED BY CONSTRUCTION EV.C. End of Vertical Curve SE'ly Southeasterly ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE APPROVAL OF THE Bev. Elevation Sly Southerly E-ly Easterly Spec. Specifications CITY AND THE PROPERTY OWNER. Est. Estimate Spk. Spike Exc. Excavation Sq. Square Exist Existing St. San Bernardino Base & Meridian 23. CONTRACTOR MUST OBTAIN APPROVAL FOR ANY LANE CLOSURES A ' F.B. Field Book St. Street 1 MINIMUM OF 48 HOURS IN ADVANCE. F.H. Fire Hydrant Sta. Station CITY PERMIT #: F.L. Flow Line Std. Standard 24. CONTRACTOR SHALL CALL THE PUBLIC WORKS DEPARTMENT TO REQUEST ANY MODIFICATION OF THIS PLAN Ft. Foots Stk. southwesterly INSPECTION A MINIMUM OF 24 HOURS PRIOR TO STARTING Guy Guy wire of pole T.C. Top of Curb CONSTRUCTION. CONTRACTOR SHALL KEEP THE INSPECTOR INFORMED OF Hor. Horizontal T.P. Top of Pavement I.B.M. Imported Base Material Tel. Telephone PROGRESS OF THE WORK ON A DAILY BASIS. IMPROVEMENTS PLACED Inv. Invert Typ. Typical WITHOUT INSPECTION WILL NOT BE ACCEPTED AND ARE SUBJECT TO LF. Linear Feet V.C. Vertical Curve MUST BE APPROVED By THE CITY Lat. Lateral V.G.P. Vitrified Clay Pipe REMOVAL. Lt Left V.P.I. Vertical Point of Intersection M.H. Manhole Vert. Vertical CITY ISSUE DATE: M.O. Middle Ordinate W. West M.O.C. Middle of Curve W'ly Westerly PRIOR TO CONSTRUCTION. FOR CITY USE ONLY BENCHMARK: C.O.R.S. COTD ENGINEER CITY ENGINEERS SEAL � CITY OF PALM DESERT PLAN CHECKED BY: �� ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE I kofESS/ Pa" Vedet , DEPARTMENT OF PUBLIC WORKS CITY OF PALM DESERT 1 D ���III O y( APPROVED Y: o LOCATION: COTD IS A CONTINUOUS GPS (CGPS) SITE LOCATED AT �<c, �, N/�S � B SHEET THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A COVER SHEET 71 DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) -2 AARON S KULP - y CIVIL OF BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. NO 51 73-510 FRED WARING DRIVE, PALM DESERT, CA 92260 You DIG You DIG � 2 �� T: (760) 346-0611 F. (760) 341-7098 DESERT WILLOW ITS YOU BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 * PREPARED UNDER THE DIRECT SUPERVISION OF: oe "44PDATE: '7 IO TRAFFIC OVERFLOW PARKING LOT CfTY FILE NUMBER TOLL FREE 1-800-227-2600 sTgT o I V�� ���P Z-L., BO CHEWPROJECT 614-09 A PUBLIC SERVICE BY FOF GAt�F� DATE: CITY ENGINEER UNDERGROUND SERVICE ALERT AARON S KULP, RCE 75175 EXP. 12131711 R.C.E. 64819, EXP. 6/30/2011 LANDSCAPE NSTRUCTION NOTES -0 __c PA PRESSURE TREATED-- RKING BUMPER PER DETAIL 2 DATE-41ROPOSED CONSTRUCTION. DETAIL 3 HEADER PER REMOVE EXISTING PAVEMENT SECTION INCLUDING BASE AS NECESSARY TO ACCOMMO REMOVE, EXISTING SPLIT RAIL FENCE `7- 0 --1 -SSURE TREATED HEADER CONSTRUCT 3" AC OVER 4" AGGREGATE BASE PER DETAIL 3!ON THIS PAINTED STRIPE OR PR: 'j SHEET 1.5' 4 CONSTRUCT NEW SPLIT RAL FENCE TO MATCH EXISTING FENCE PER DETAIL 5 ON THIS SHEET PARKING AREA 26 PROTECT EXISTING IRRIGATION MAIN IN PLACE 0 0 7" X x x- x x REMOVEi EXISTING SIGN PLAN 9 J, -a f T� x CONSTRUCT PRESSURE TREATED HEADER PER DEATIL 3 ON IS SHEET 4" WIDE PAINTED \20' 40' STRIPES (WHITE) 0 4' TING TREE PER LANDSCAPE PLAN f ..... RELOCATE�'\EXIS X-i X , 7 18' 9 Typ. 9" Typ. REMOVE EXISTINIi LIGHT �POI F AND ASSOCIATEDMMr-- f3l-iTiv 5 2 7 TING DRIVEWAY AND ALLOW FOR <DY N, REMOVE EXIS SIDEWALK ANb-CONSTRIJU-N&V A POTENTIAL GOLF 4 COMMERCIAL DRNEWAY PER DETAILS 2 AND 3 ON SHEET 3 x 4! CART CONNECTION (2) #3 REBAR-/ 0C CONSTRL T 4" THICK R�C.C. WALK PER DETAIL 4 ON THIS SHEET PATH 3 -6 -�STRIPING PER PLAN AND DETAILS 1 AND 6 ON THIS INSTALL PAVEMW -ET \#5 REBAR 8" r-",N'- SH TOP OF AC PAVEMENT INSTALL LIGHT AS PER LIGHTING PLAN ON SHEET 4,,,Y& STRED GHT PULL �O -0. CONSTRUCT BASE -PER DETAIL 1\QN ELEVATION SECTION "R APWA STD 405 9' 0.C. 7 GONMUCT 6 BAY TRASH AND RECYCLING ENCLOSURE PER\CITY OF PALM DESEFtF STANDARD -,NEW, D INTO INSTALL 2" DIAMETER SC40 PVC IRRIGATION SLEEVE. MEDIAN [SbkNbA MINIMUM OF 2' BEYOND BACK OF HEADER. 7 CONSTRUCT 1�LL11RATION TRENCH PER DETAJL 4 ON SHEET 3 AND x! GRADING PLAN 7 A.C. PAVING �ypl '�b 18 T FINISH GRADE 1A FINISH GRADE 6' 20 R2 R2 4 RAIN 24 9 Al \(2) 16d GALV. NAILS 4" M 41 PLANE JOINT INJ 18 TYP 48" O.C. MAX. NOTES: BASE -C-3250 AND HARVEST 1. ALL SIDEWALK CONCRETE SHALL BE 560 f EXISTING SIDEWALKS. SUBGRADE 2 ALL SIDEWALKS SHALL BE A MINIMUM THICKNESS OF 4". NOTE: SUBGRADE SHALL BE COMPACTED TO 90% 7 3. SPECIFIC CONSTRUCTION DETAILS SHALL BE PER CURRENT EDITION x OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ALL ANGLES SHALL PROVIDE A 45' 2 X 4 PRESSURE MANUAL. 4. REMOVE EXISTING CURB AS REQUIRED TO CONSTRUCT FLUSH WITH F- EXISTING PAVEMENT. x PER DETAIL 3 1 3 �T OOF 8' 0.C. 2 X 3 X 8' x DAR SPLIT RAIL CE 45* F 4" WIDE PAINTED STRIPES 2'-8 T FINISH GRADE 13 24� 2 -rylp-- 18 TYP x 4 2' 3' MIN 1 3 > CEDAR SPLIT RAIL POST 4" X 4" X 4' 8" x 560-C-2 CONCRETE 500T 4' MIN UNOBSTRUCTED 2 E STRIPING 6 BENCHMARK: C.O.R.S. COTD ENGINEER CITY Scale: N.T.S. EU&LnON: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPIR. DATE ENGINEERS SEA.L CITY OF PALM DESERT PLAN CHECKED BY. CrrY OF PALM DESEFrr qyvm DEPARTMENT OF PUBUC WORKS 2 DR T LQCATION: COTD IS A CONTINUOUS GPS (CGPS) SITE LOCATED AT 12EIBLIC WOW49 f)C-PAF?7%4ffNT SHEET THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A DEMOLITION / SITE PLAN SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) -�2 AAR S KULP CIVIL DIAL TWO WORKING C.D 73-510 FRED WARING DRIIVE� PALM DESERT, CA 92260 OF BEFORE DAYS BEFORE CON11NUOUS GPS (CGPS) MONUMENT. 8 YOU DIG YOU DIG I T.- (760) 346-0611 F: (760) 341-7098 DESERT WILLOW SHEETS 1-800-227-2600 BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 1 PREPARED UN THE DIRECT SUPERVISION OF: I BOCHIEN DATE: TRAFFIC OVERFLOW PARKING LOT CrTY FILE NUMBER A PUBLIC SERVICE BY OF cm-\� DATE: CITY ENGINEER PROJECT 614-09 UNDERGROUND SERVICE ALERT AARON S KULP, RCE 75175 EXP. 12131/11 R.C.E. 64819, EXP. 6/30/2011 LANDSCAPE - EG ±272 30 30' 30' � r'� ✓ } � j ` �r��':�.-�"�, ` .r' 'O ` � ICI � -� ° 3: 1L iJ3: 1 ------------------- '-*' - MATCH EXISTING INFILTRATION TRENCH FS 272.42 FIS 271.65 �. \ \ \ ; 1 TYPICAL CROSS SECTION \ 2)2 FS 272.01 \ `; FS ? 73 0 \ \20' 40' 1� FS 272.06 *, FS 271.98 FS 272.03 \ / \\ \ \ 273. 2 x`, < / PROPO ED 8 SIDEWALK FS 273.42 - - \ - - /' S 272.09 \ \\ \ /% PROPOSED 8' SIDEWALK FS 272.53 F - 1 272.58 FS 272.10 FS 2 1.88 MATCH \ \ MATCH - .24 \; FS 2 3.15 :r FS 27 0 \ \ EXISTING 8 FS 2171.98 \ \ \ \ EXISTING 4' MIN D \ \ \ \ x FS 272.52 FS 2 1.9 2 FS 271.95 u 71 FS 2.80 S 271.20 FS 272.47 FS22.02 I � 30' � I � \ �\ \�\ '� MATCH EXISTING MAICH EXISTING FS .04 FS 2 .07 \ \ x FS 27 79 • i FS 271. 9 S 271.29 \ \ FS 2[72.20 t� �.- i r/ I FS 2 2.33 q��' \ \ \ \ / FS f 272.17 FS f 272.45 IFS f 272.47 f I FS 27 47 FS 273.39 :FS 27�. xx REMOVE \ MATCH FS 272.45 29 `,,` ���-� / MATCH ROLLED CURB EXISTING EXISTING MAINTAIN PROPOSED - - \� \ , ti ROLLED LINE FS ±272.01 FLOW FS 273.77 1 \ ' < r`� FS 273.59 FS 273.50 1 I FS 272.05 �r �u `�\� GUTTER `PROPOSED FS 2 FS (I27 42 p FS 2 2.33 FS 271 \ LED '` J C ,/ �. NOTES: GUTTER f I FS 272.37 FS 272.39 FS 272.83 `` _} x 1. ALL SIDEWALK CONCRETE SHALL BE 560-C-3250 AND HARVEST GOLD COLOR TO MATCH EXISTING SIDEWALKS. FS 274. 8 '' `o 1 `� FS 272.63 j /� 2. ALL GUTTER CONCRETE SHALL BE 560-C-3250 AND STANDARD GREY COLOR TO MATCH EXISTING GUTTER. `J FS 2 2.�8' 72.55 FS 272.25 \ j FS 273. FS 2�?1.53 � � � -�'�-\`� " I / J �\ 3. ALL SIDEWALKS SHALL BE A MINIMUM THICKNESS OF 8 . FS 272.18 j FS 272.3 FS 27,Y 66 /� % �/! /� - 4. SPECIFIC CONSTRUCTION DETAILS SHALL BE PER CURRENT EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS .4 / CONSTRUCTION MANUAL. FS 272 30' i i � FS 272.50 FS 272.48 - FS 273.40 S 272. 3� .' FS Z .58 % _ NORTH DRIVEWAY DETAIL 272.54 � � ' 2 I x \ FS 272.2,Y FS 272.84 F 273.09 FS 272.10 FS 272.80 2l �^ PROPOSED 8" SIDEWALK F FS 27 .53 / I J ,if t M�H PROPOSED 8" SIDEWALK FS 272.8 FS 273.75 FS71 FS 2�2Ii9j3 ;`,.' EXISTING x / 27 .52 27 .8 ' I E) S 272.81 FS 272.04 FS 27 82 } FS 272.16 FS 272 f44 ,1 FS 274.13 'i \ F� 72.23 FS 271.51 FS 3.19 FS 272.47 , I fir[,' jiff` 4' MIN 114 FS 27 .95 FS 273.86 FS 8' FS 2 2 F. 9 _�3 FS 27285 S 272. 8 T + \\\ 24 FS 272.50 FS 272.00 , I FS 272.11 FT FS 2 2. C) FS 273.52 F 71.89 I '�:FS 272. 0 �� i j { � ,,� \ C � FS 2_72.74 lm > MATCH EXISTING ( i MATCH FS 274.98 I x ! �--- 272.1 I I �! FS 2 4.60 � EXISTING _ 30' j I f FS 27 .55 FS 272.22 FS 2i 2. I FS 2,72.48 i 1 FS 273.75 i PRO I ROLLED 27 6 fh !�� FS f271.92 FS f271.97 `� " ' I. ` EXISTING FS f271.91 REMOVE FLOWLINE GU MATCH MAINTAIN T�E-'� FS 74.66 ! FS 272.16 1 f ROLLED CURB f FS 2 3.0' l-`, PROPOSED J XlSTING MATCH FS 273.84 FS 2 .10 FS 273.12 ( FS 272.$3 FS 272.50 FS 27 .46 � '; +, � ROLLED S t271.98 E FS 27 .18 FS 273.16 2�3 1i \ L NOTES: GUTTER FS 272.46 1. ALL SIDEWALK CONCRETE SHALL BE 560-C-3250 AND HARVEST GOLD COLOR TO MATCH EXISTING SIDEWALKS. ' IS 272.58 FS 275.12 ' �______:' \ t` ".,Y 2. ALL GUTTER CONCRETE SHALL BE 560-C-3250 AND STANDARD GREY COLOR TO MATCH EXISTING GUTTER. FS 274.30 FS 274.21 FS 273.13 FS 2 /3.04 FS 272.94 \ ii FS 272.33 FS 2 2.29 \ . FS 274.78 � I � u � ` "I `� \� �° .� `�,� 3. ALL SIDEWALKS SHALL BE A MINIMUM THICKNESS OF 8". FS :'z .98 A I FS 272 �0 \' \ 4. SPECIFIC CONSTRUCTION DETAILS SHALL BE PER CURRENT EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS FS 275.15 FS 274.82 'S / FS 272. FS 271.99 �\ FS 272.04 \ CONSTRUCTION MANUAL. FS 273186 FS" 272.24 I FS 272.60 FS 271.44 \ \\ F 2�1.� ` ��\\ �` SOUTH DRIVEWAY DEATIL t` I l Scale: NTS FS 212.21 N 30 j !i 25' � FS 274.1 FS 273 4 5 1 FS 272.84 FS 272.33 N -� \ OBSERVATION WELL 4" PERFORATED PVC / FS 273.22 _ PIPE WITH REMOVABLE CAPcd _ I F' l i � FS 27 .55 FS 274.47 FS 27 48 FS 2�3.40 FS 273.19 FS 272.67 FS 2f2.64 FS 272. i i �'�.'. : . _ i ^, FS 273.52 i - - � DECOMPRESSED GRANITE =� - - - - - - - i- _ a FS 274.37 LENGTH PER PLAN FS 274.85 i FS 271 76yf TRENCH LINED WITH NON-WOVEN FS 274.07 I ( 1-1` L. i ! j GEO-TEXTILE MEMBRANE I ! f� �Q 0 aQ c - 2, FS 272.16I01 ` ! CLEAN 1 TO aQ as FS 273.73 `�, FS 3.08 1 -I 1 L 1i 4 3 INCH GRAVEL ; It io _ < 5--271.84 i FOOTPLATE 4' ��� v- ' � ` INFILTRATION TRENCH DETAIL I BENCHMARK: C.O.R.S. COTD ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY: n'T ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE 9woFESS/p�q � � G. DEPARTMENT OF PUBUC WORKS �,T�_,,.� CITY CIF PALM DESERT D �I o t 3 o LOCATION: COTD IS A CONTINUOUS GPS (CGPS) SITE LOCATED AT �F, �, WOWS DAP APPROVED BY: � THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A PRECISE GRADING PLAN DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) � AARON ULP CIVIL 73-510 FRED WARKNG DRIVE PALM DESERT, CA 92260 OF BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. N 175 T. (760) 346-0611 F. (760) 341-7098 DESERT WILLOW 8 YOU DIG YOU DIG 12, 12!1 SHEETS BASIS OF BEARINGS: TRACT MAP N0. 28450, BK. 264, pGS. 4-15 * PREPARED UNDER THE DIRECT SUPERVISION OF: PATE: A`J TRAFFIC - OVERFLOW PARKING LOT TOLL FREE 1-800-227-2600 s�q c l v�� �� BO CHEN �y CITY FILE NUMBER A PUBLIC SERVICE BY PF OF CAL�F� -- ^� DATE: CITY ENGINEER PROJECT V 14-09 UNDERGROUND SERVICE ALERT AARON S KULP, RICE 75175 EXP. 12/ 1 11 R.C.E. 64819, EXP. 6/30/2011 LANDSCAPE --- TYPE FIXTURE MANUFACTURE WATTAGE/LAMP TYPE LIGHTING FIXTURE DESCRIPTION - OKIM LIGHTING NEOSPHERE (1) 150W HIPS SINGLEE FIXTURE ON A 18' POLE #1 SB/NS1 H4/150HPS277/BL—P WITH TYPE III DISTRIBUTION N _ _ O KIM LIGHTING D (1) 70W HPS SINGLE FIXTURE GEM1/70HPS277/BL PERFORMANCE BOLLARD — —� ' 0 30' 60' � NOTE: (3) — CONDUITS, (2) 2" CONDUITS AND (1) 3" CONDUIT, SHALL BE \ — i F INSTALLED AND ROUTED FROM THE POLE BOX INSTALLED AT EACH LIGHT TO CONNECT ALL LIGHTS. ---- — (1) OF THE THE 2" CONDUITS SHALL HAVE 3( ) #10 AWG CABLE ANDTHE REMAINING (2) SHALL HAVE MULE TAPE INSTALLED. REFER TO THE FIXTURE SCHEDULE FOR �\ \ NOTE: PROVIDE GROUT AROUND BASE POLE AND FIXTURE SPECIFICATON PLATE AND THE FOUNDATION AS MAXIMUM POLE HEIGHT 18'0" REQUIRED --HANDHOLE COVER WITH GROUND LUG O\ ! —� BOND GND. TO POLE LUG, TYP. CONDUIT WITH BUSHED ENDS 1 \ INSTALL PULLBOX IN LANDSCAPE AREA <—BASE COVER BEHIND SIDEWALK m _ �2" CHAMFER 1 241$ 4 ANCHOR BOLTS FURNISHED BY \ THE LIGHTING MANUF,4CTLRE \ FINISHED GRADE \ \ y �' ``� ``� ,�III—) I I—III � . _: a --•- 1-1 I I� I I-1 I I- Ln RE I 24 1 \ / CONTRACT L RUN CONDUITS AS PER PLAN THROUGH THE EXISTI ANDSCAPING AND DIRECTIONAL a BORE ACROSS EXISTING D EWAY AND SIDEWALKS TO \ A PULLBOX AS INDICATED. = 3/4" PVC CONDUIT MIN. 1 60 CONCRETE BASE BY ELECTRICAL CONTRACTOR. PROVIDE 5#6 VERTICAL REBARS AND #3 DIES AT -°. "a ANDCSIDESFOFM THE BASE. TOP, BOTTOM 30" MIN. f I 1 I I 2 POSE BASE DETAIL - PARKING SOT SCALE: N.T.S. I I 2 1 1 I • I 11, I I ; BENCHMARK: C.O.R.S. COTD ' :5] ENGINEER CRY ENGINEERS SEAL L�� CITY OF PALM DESERT PLAN CHECKED BY: DH_ ELEVATION: 200.334 FT DATUM: NavD8$ MARK BY DATE REVISIONS APpR. DATE ROFESS/O 'rr�'��-7 � DEPARTMENT OF PUBLIC T CITY OF PALM DESERT LOCATION: COTD IS A CONTINUOUS GPS (CGPS) SITE LOCATED AT p Q k9� WORKS �1 ,�.� 4 THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A ���� Fy PUBLUIC IM0WS DIEPAR7X49VT APPROVED BY: �T DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) �' AARON KU c CIVIL SITE LIGHTING PLAN BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. ,y; NO. �,� 73-510 FRED WARKNG DRIVE, PALM DESERT, CA 92260 OF YOU DIG YOU DIG 12 31/11 * T: (760) 346-0611 F: (760) 341-7098 J DESERT WILLOW SHEETS; g BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PcS. 4-15 Z ` TRAFFIC OVERFLOW PARKING IT TOLL FREE 1-800-227-2600 PREPARED UNDER THE DIRECT SUPERVISION OF: DATE: LOT CITY FILE NUMBER A PUBLIC SERVICE BY �T9 /V�� ��P BO CHEN UNDERGROUND SERVICE ALERT TF OF CALF DATE: CITY ENGINEER PROJECT 614-09 AARON S KULP, RCE 75175 EX . 12 1 11 R.C.E. 64819, EXP. 6/30/2011 LANDSCAPE Horizontal Control Table Horizontal Control Table Horizontal Control Table Horizontal Control Table J ) Line Lengt Bearing Line Lengt Bearing Line Lengt Bearing Line Lengtt Bearing N L1 4.23 N45' 36' 00.6$'W L21 424 N1' 24' 53.28"E L43 15.16 S46' 24' 53.28-W L63 13.00 N3' 16' 51.63'W L2 62.02 NO' 27' 00.30"W L22 15.00 N46' 24' 53.28"E L44 45.00 S43' 35' 06.72"E L64 4.24 N41' 43' 08.37'E L3 5.51 N22' 58' 56.49"E L23 63.00 N43' 35' 06.72"W L45 15.00 N46' 24' 53.28'E L65 2.51 N86' 43' 08.37'E L4 12.77 N46' 24' 53.28"E L24 21.00 S46' 24' 53.28"W L46 4.24 S88' 35' 06.72'E L66 4.11 S46' 29' 41.83'E L7 �O� \ \ L5 4.24 S88' 35' 06.72"E L25 68.83 S46' 24' 53.28"W L47 2.63 S43' 35' 06.72E L67 42.50 SO' 17' 27.98'W L6 15.00 S43' 35' 06.72"E 126 18.00 N43' 35' 06.72"W L48 5.63 S23' 21' 17.64'E L68 13.91 NO' Or 53.13'W �01 I L7 135.00 N46' 24' 53.28"E L27 219.17 S46' 24' 53.28"W L49 0.63 S3' 07' 28.56E U01 4.37 S43' 30' 18.17'W 0 20' 40' L8 15.00 N43' 35' 06.72"W L28 15.00 S43' 35' 06.72"E L50 4.24 S41 52' 32.40'W L102 6.52 S86' 43' 08.37'W L10 ��' �3 L4 L9 4.24 N1' 24' 53.28"E L29 4.24 S1' 24' 53.28"W L51 15.00 S86' 52' 33.36'W L103 4.24 N48' 16' 51.63'W O L10 15.00 N46' 24' 53.28"E L30 18.49 S46' 24' 5328"W L52 18.00 S3' 07' 28.56'E L104 14.98 N3' 16' 51.63'W L11 198.00 N43' 35' 06.72"W L31 45.00 S43' 35' 06.72"E L53 15.00 N86' 52' 31.44"E L105 117.00 S86' 43' 08.37'W L64 L65 %`� \ % L12 15.00 S46' 24' 53.28'W L32 15.00 N46' 24' 53.28"E L54 4.24 S48' 07' 28.56'E L106 15.00 S3' 16' 51.63'E L235 L241 % L13 4.24 N88' 35' 06.72"W L33 4.24 S88' 35' 06.72"E L55 0.95 S3' 07' 28.56'E L107 4.24 S41' 47' 24.09"W L1 01 \ L14 8.55 N43' 35' 06.72"W L34 9.20 S43' 35' 06.72"E L56 4.25 S41' 47' 49.90'W L108 0.50 S86' 51' 39.81'W I �ti 2 o L15 424 N1' 24' 5328"E L35 3.72 S8' 06' 53.28"W L57 45.45 S86' 43' 08.37W L109 4.24 N48' 0T 54.37'W M J J L16 15.00 N46' 24' 5328"E L36 4625 S59' 48' 5328"W L58 32.52 N62' 10' 40.20'E L710 31.74 N3' 0T 28.56'W O �, L17 24.00 N43' 35' 06.72"W L39 49.77 N49' 27' 28.98"E L59 12.66 N86' 43' 08.37'E L111 4.72 N35' 02' 42.36-E N � �� ' N L238 N I <�J \ C6� `,, L18 15.00 S46' ZV 53.28"W L40 4.46 S88' 36' 13.31"E L60 4.24 S48' 16' 51.63'E L112 022 N73' 12' 53.28'E J L248 J �723 L19 4.24 N88' 35' 06.72"W L41 8.09 S46' 39' 55.61"E L61 15.00 S3' 16' 51.63'E L113 4.24 S61' 4T 06.72E L20 1.85 N43' 35' 06.72"W L42 4.13 SO' 07' 31.17"E L62 147.00 N86' 43' 08.37'E L114 15.00 S16' 47' 06.72'E 4- 14- \ \. J 04 11 N i� l�s rho ��YOJ �� I �N J / Horizontal Control Table Horizontal Control Table Horizontal Control Table Horizontal Control Table L251 7 Line Lengt Bearing Line Lengt Bearing Line Leng Bearing Line Leng BearingL24 rn L115 90.00 N73' 12' 53.28"E L135 1.47 S73' 12' 53.28"W L155 1.75 N46' 24' 53.28'E L175 3.00 S46' 24' 53.28"W ' L215 L221 J S \ L116 15.00 N16' 47' 06.72'W L136 5.11 N75' 11' 06.72"W L156 4.24 S88' 35' 06.72"E L176 4.24 N88' 35' 06.72'W v ` L117 3.62 N28' 12' 53.28"E L737 39.39 N43' 35' O6J2"W L157 15.00 S43' 35' 06.72'E L177 15.00 N43' 35' 06.72'W L118 // L118 4.27 S75' 11' 06.72"E L138 4.24 N1' 24' 53.28"E L158 99.00 N46' 24' 53.28'E L178 90.00 S46' 24' 53.28'W v � L117 CIS L119 19.67 S43' 35' 06.72"E L139 3.55 N46' 24' 53.28"E L159 15.00 N43' 35' 06.72'W L179 15.00 S43' 35' 06.72'E L107 o L120 3.14 S14' 48' 53.28"W L140 4.24 S88' 35' 06.72"E L160 4.24 N1' 24' 53.28'E L180 424 S1' 24' 53.28'W J J L109 L121 15.00 S73' 12' 53.28"W L141 15.00 S43' 35' 06.72"E L161 1.75 N46' 24' 53.28'E L181 3.00 S46' 24' 53.28'W 9 L218 ,�� L122 20.17 S43' 35' 06.72"E L142 72.00 N46' 24' 53.28'E L162 4.24 S88' 35' 06.72'E L182 4.24 N88' 35' 06.72'W CN f/ �S / J L228 J I ��24' O L55 L123 15.00 N73' 12' 53.28'E L143 15.00 N43' 35' 06.72"W L163 40.85 S43' 35' 06.72'E L183 40.85 N43' 35' 06.72'W N 47 J \ L54 56 /f L124 5.11 S75' 11' 06.72YE L144 4.24 N1' 24' 53.28"E L164 4.24 S1' 24' 53.28-W L184 4.24 N1' 24' 53.28'E N j / L125 7.88 S43' 35' 06.72E L145 3.55 N46' 24' 53.28E L165 1.75 S46' 24' 53.28'W L185 3.00 N46' 24' 53.28'E CN r7 v i" / `n ^ \ L113 L126 5.57 S21' 38' 49.37'E L146 4.24 S88' 35' 06.72"E L166 4.24 N88' 35' 06.72"W L186 4.24 S88' 35' 06.72'E �j0 �� �Dc J" <�� L53 �sj �/ / L127 9.83 SO' 17' 27.98'W L147 19.11 S43' 35' 06.72"E L167 15.00 N43' 35' 06.72'W L187 15.00 S43' 35' 06.72'E �� ��' I 2 L111 L48 L49 L128 3.14 S14' 48' 53.28"W L148 3.72 S8' 06' 53.28"W L168 99.00 S46' 24' 5328'W L188 90.00 N46' 24' 53.28.28"E I 50 L231 - - - - L225 � L129 7.59 S73' 12' 5328"W L149 14.84 S59' 48' 5328"W L169 15.00 S43' 35' 06.72'E L189 15.00 N43' 35' 06.72'W L46 J / L130 4.24 N61' 47' 06.72"W L150 36.00 S43' 35' 06.72"E L170 4.24 S1' 24' 53.28'W ! L190 4.24 N1' 24' 53.28E L195 L201 L135 L45 " L134 i L131 15.00 N16' 47' 06J2 W L.151 14.84 N59' 48 5328"E L171 1.75 S46' 24' 53.28'W L191 3.00 N46 24' 53.28'E �0 2 L 36 + L132 81.00 S73' 12' 53.28'W L152 4.71 S81' 53' 06.72"E L172 4.24 N88' 35' 06.72"W L192 4.24 S88' 35' 06.72'E o SAD L133 15.00 S16' 47' 06.72'E L153 24.30 S43' 35' 06J2"E L173 40.85 N43' 35' 06.72'W L193 40.85 S43' 35' 06.72'E A 0) � I �_ rn J L134 4.24 S28' 12' 53.28"W L154 424 N1' 24' 5328"E L174 4.24 S1' 24' 53.28'W I L194 4.24 S1' 24' 5328'W J �+ r7 L198 N N �, L 1¢ �i I Horizontal Control Table Horizontal Control Table Horizontal Control Table J L208 9 L142 =� Line Lengt Bearing Line Lengt Bearing Line Lengt Bearing L12 o N L42 ;i L195 3.00 S46' 24' 5328'W 1215 3.00 S46' 24' 5328"W L235 3.00 S46' 24' 53.28'W J J J I L43 i %` L196 424 N88' 35' 06.72"W 1216 424 N88' 35' 06.72'W L236 4.24 N88' 35' 06.72'W L16 �Gj `�� ,�O �� O� J L197 15.00 N43' 35' 06.72"W L217 15.00 N43' 35' 06.72"W L237 15.00 N43' 35' 06.72'W � I �� 06, �� L146 L145 L144 L140 �Q L39 1, L138 p L198 90.00 S46' 24' 5328"W L218 90.00 S46' 24' 53.28"W L238 90.00 S46' 24' 53.28'W L211 - - - - L205 - I - - - -L139 , 1 , L199 15.00 S43' 35' 06.72'E L219 15.00 S43' 35' 06.72"E L239 15.00 S43' 35' 06.72'E J - ` \ L200 4.24 S1' 24' 53.28"W L220 4.24 S1' 24' 53.28"W L240 4.24 S1' 24' 53.28'W L175 L181 L155 L161 l L201 3.00 S46' 24' 53.28'W L221 3.00 S46' 24' 5328"W L241 3.00 S46' 24' 5328'W C>019 1I •�1� >> ��O ��� �h� CAS 00 �� \ L202 4.24 N88' 35' 06.72"W L222 4.24 N88' 35' 06.72"W L242 4.24 N88' 35' 06.72'W L18L20 p I 6 �� 6� ( \ L203 40.85 N43' 35' 06.72'W L223 40.85 N43' 35' 06.72'W L243 40.85 N43' 35' 06.72'W L22 � \\\ L204 4.24 N1' 24' 5328'E L224 4.24 N1' 24' 53.28"E L244 4.24 N1' 24' 53.28'E L158 J ` L205 3.00 N46' 24' 5328"E L225 3.00 N46' 24' 5328'E L245 3.00 N46' 24' 53.28'E rn L178 ro _j L36 L206 4.24 S88' 35' O6J2'E L226 4.24 S88' 35' 06.72"E L246 4.24 S88' 35' 06.72'E 70 � J C`3� L32 L207 15.00 S43' 35' 06.72"E L227 15.00 S43' 35' 06.72"E L247 15.00 S43' 35' 06.72'E -' L188 -' I J J I L168 L208 90.00 N46' 24' 5328'E L228 90.00 N46' 24' 53.28'E L248 90.00 N46' 24' 5328'E 00 000 w Q j L209 15.00 N43' 35' 06J2"W L229 15.00 N43' 35' 06.72"W L249 15.00 N43' 35' 06.72'W r7 r- cJ -i J J J \ L210 4.24 N1' 24' 53.28"E L230 4.24 N1' 24' 5328"E L250 4.24 N1' 24' 5328'E `79 �O�O C�8 �7) ,\10 �j6, �O� L211 3.00 N46' 24' 53.28"E L231 3.00 N46' 24' 5328"E L251 3.00 N46' 24' 53.28"E L212 4.24 S88' 35' 06.72"E L232 4.24 S88' 35' 06.72"E L252 4.24 S88' 35' 06.72'E I J i j L191 - - - - L185 - - L171 - L165 ' L213 40.85 S43' 35' 06.72'E L233 40.85 S43' 35' 06.72"E L253 40.85 S43' 35' 06.72'E L214 4.24 S1' ZV 5328"W L234 4.24 S1' 24' 53.28"W I L24 L25 L30 co _j I 1 ! L27 i 1h ilk \ I BENCHMARK: C.O.R.S. COTD ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY: D ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE QRpFESS/ ` /� I PC�%G�L L�E�G.es�f� DEPARTMENT OF PUBLIC WORKS T CITY OF PALM DESERT DR ��II Q -`�9 o LOCATION: COTD IS A CONTINUOUS GPS (CGPS) SITE LOCATED AT �� l�, PVC WORKS � APPROVED BY: �-�' S THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A �`� �� HORIZONTAL CONTROL PLAN DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) AAR KU 73-510 FRED WARING DRIVE PALM DESERT, CA 92260 CIVIL OF BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. "' T: (760) 346-0e11 F: (760) 34I-7098 DESERT WILLOW YOU DIG YOU DIG 12/31/11 8 BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 * PREPARED UNDER THE DIRECT SUPERVISION OF: jl4v< pAIE; TRAFFIC - OVERFLOW PARKING LOT CITY FILE NUMBER TOLL FREE -800-227-2600 � c��� � f A PUBLIC SERVICE BY 9TFOF cm_\F DATE: C�� BTY ENGINEER UNDERGROUND SERVICE ALERT AARON S KULP, RCE 75175 EXP. 12 31/11 R.C.E. 64819, EXP. 6/30/2011 LANDSCAPE PROJECT 614-09 _a • y X TING 0 REMAIN NOT LANDSCAPE NOTES ROCK LEGEND ; � _ V QUANTITY` S SYMBOL SIZE REMOVE AND COMMENTSAPART OF CONTRUCTIO RELOCATE PALM TREE EXISTING SPLIT RAIL FENCE TO BE RELOCATED BOULDERS TO BE PROVIDED BY CITY �. ❑ - 2 5 32 2 PER CIVIL PLANS (SEE PLANS FOR SIZE AND LOCATION) 4 NO DECOMPOSED GRANITE ALONG OUTSIDE � ---, ��;•-; ,__ ❑ PERIMETER OF FENCE ■ P V }� N 4 ALL TREES TO BE PLANTED IN NATIVE SOIL ALONG OUTSIDE PERIMETER PLANTING LEGEND P V 2 SYMBOL BOTANICAL NAME COMMON NAME SIZE WIDTH QUANTITY REMOVE GOSSYPIUM HARKNESSII SAN MARCOS HIBISCUS 5 GAL. 5'-0" 4 _. ■ [t ACACIA ANEURA ACACIA MULGA 24" BOX 25'-0" 0 20' 40' n ` - - t�Al PITHECELLOBIUM FLEXICAULE TEXAS EBONY 24 BOX 20'-0" 15 GAL. \ \ CEREUS HILDMANNIANUS HILDMANN'S CEREUS W 5 10'-0" 3 SPEARS • - \�\ . AGAVE DESMETTIANA AGAVE 5 GAL. 4'-0" ;- 5' • ;: Ott ACACIA STENOPHYLLA SHOESTRING ACACIA 24" BOX 20'-0" 27 4 :% \ 2' �- ` PV r� PARKINSONIA FLORIDA BLUE PALO VERDE 24 BOX 30'-0" , 3 OLNEYA TESOTA IRONWOOD 24" BOX 10'-0" 5 • '' °'.-- \` `' WASHINGTONIA FILIFERA CALIFORNIA FAN PALM VARIES 2 \ z;�... 90 ® O DALBERGIA SISSOU ARIZONA ROSEWOOD 24 BOX 25 -0 5 CALIFORNIA PALMS TO BE PROVIDED BY CITY 2' 4' 3' / 4' / HEIGHT 20' / .is 4' ® / 4 •: .••:' EXISTING TO REMAIN ;"' , NOT A PART OF ' , 2' CONSTRUCTION DO NOT OVER TIGHTEN CINCH TIES, ■ 3 • ' S ' :r ALLOW TREE TO MOVE I 3. 4' 3' `'' 21/2 LODGE POLE PINE I TREE STAKE (2 EACH) CINCH TIES MINIMUM 12" AWAY FROM EDGE OF ROOTBALL 1 SET TOP OF ROOT CROWN AT FINAL GRADE 4 \� DEPRESSED WATERING BASIN I NAL GRADE �= ..• \ _ =IIIIIIIIIIIIIIIIII IIII00IIIIII=_IIIIII= IIIIII ' IIIIII IIII IIII IIIIII NATIVE UNDISTURBED SOIL :- IIIIII - • y ��`�� NOTES • • 3' 5' 3' \ �.\ 2X ROOTBALL FOR PLANT PIT SIZE REFER 2 5' 2 ® TO SPECIFICATIONS. IN TURF AREAS LEAVE A BARE AREA APPROX. 16" AWAY FROM TREE BASE IN ALL DIRECTIONS APPLY 1" THICK LAYER OF ' DECOMPOSED GRANITE ON TOP OF ROOT BALL • • STAKE SINGLE TRUNK TREES IF NEEDED DO NOT STAKE MULTI TRUNK TREES FORM 3" BERM TO CREATE TEMPORARY WATERING BASIN (USE WITH BUBBLER IRRIGATION ONLY) r 2 4 I I ��� V P V I I I I i MARCH 2O08 --. NONE........................ ........... E TREE INSTALLATION N Signature on File PLT DRAWING N0. O P V ■ ■ ' ' `' ` �. LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 001 U 4 P V ■ P V P V P V ■ �� i BENCHMARK: C.O.R.S. COTD ENGINEER CITY CITY OF PALM DESERT PLAN CHECKED BY: � ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE -r �� L/� RTMENT OF PUB T CITY OF PALM DESERT 0 D TD LOCATION: COTD IS A CONTINUOUS GPS (CGPS) SITE LOCATED AT PUBLIC WOWS DEPARTINENT ' AP D BY: � SHEET Z o THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A LANDSCAPING PLAN DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) RUG CIVIL 73-510 FRED WARING DRIVE, PALM DESERT, CA 92260 ■ • — �BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. T: (760) 346-0611 F: 760 1 NST DESERT WILLOW 8 P V (z' Y { YOU DIG �N YOU DIG BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 PREPARED UNDER D VISIO DATE: TRAFFIC OVERFLOW PA S TOLL FREE 1-800-227-2600 L PARKING LOT CITY FILE NUMBER MARK GREENWOOD Q A PUBLIC SERVICE BY DATE PUBLIC WORKS DIRECTOR - UNDERGROUND SERVICE ALERT SPENCER KNIGHT, LANDSCAPE MANAGER R.C.E. 57989, EXP. 6/30/2010 LANDSCAPE PROJECT 614—V.7 to IRRIGATION LEGEND O NEW LEIT 4000 — 4 STATION CONTROLLER INSIDE VIEW U _.. AMBIENT LIGHT POWERED NIBCO BRASS FULL PORT BALL VALVE — OF CONTROLLER IRRIGATION CONTROLLER SIZE TO MATCH LINE SIZE 1" „ 1 AM\ IAD FILTER PROG KEY N 1" PB 100—GB—NP—HAN VALVE WITH MODEL LEIT KEY \ ® aD LATCHING SOLENOIDS WITH 14 GAUGE, 2 LWt••,.a CONDUCTOR\` RIAL WIRE 0 ® LEIT VALVE ES SHALL BE PURPLE RECTANGULA TERMINAL ST DIRECT BURIAL JUMB BOX RIP . TREE IRRIGATION 42 \ 3 — 2 GPH XERIBUG EMMITTER 12 OR 14g. WIRE STEEL MOUNTING COLUMN 2 — 6 GPNOZZLE/SPRAYS :::::. 0 20' 40' MODEL COLX ON H XPCN �M L(L G) •6 GPH • •2 GPH FINAL L GRAD 2 GPH• NOTE: PRIOR TO VALVE INSTALLATION, •2 GPH - CONTACT GOLF COURSE •6 GPH SUPERINTENDENT TO LOCATE 11, \ PLANT IRRIGATION POINT OF CONNECTION SHUTOFF �"�����'� ` 1 — 2 GPH XERIBUG ON POLYFLEX RISER DIRECT BURIAL CONTROL WIRES 1V' r TO CONTROL VALVES , R PIPING MAINLINE — CLASS 315 PURPLE PIPE /i LATERAL — CLASS 200 PURPLE PIPE ` // `� NOTES : �' POUR A 1-1/2 CU. FT. CONCRETE BASE PAD D 1 OR MANUFACTURER'S SRECOMMENDATION PER CITY STANDARD 0 C 2800 CTU . I EXISTING IRRIGATION / TO BE RELOCATED _ WITHIN NEW SLEEVES I I W SLEE DATE: MARCH 2O08 SSE: NONE / ALL LIGHT IRRIGATION CONTROLLER O. Signature on File STD DRAWING N i LANDSCAPE DIVISION CITY OF PALM DESERT 0 1 / LANDSCAPE MGR. OW II I ......... PLAN 10" MIN . VALVE BOX 5,'55::Z: BV .7 lip I i : FINAL GRADE I 1" ` J ... oo oo COMMON BRICK (2 REQUIRED). TAAL I I SCH. 40 COUPLING "I EXISTING IRRIGATION \ \\ BALL VALVE TO BE RELOCATED \ WITHIN NEW SLEEVES \\ SCH. 40 PVC 45' ELL. II � \ . • o 09:°°• SCH. 80 NIPPLE00 TOE °'•° M :Gbo -..._ o • o• o i ti f PVC MAIN LINE PIPE. :... l. . �,.... .. ,; 3/4 CRUSHED AGGREGATE i SECTION } i NOTES : VALVE BOX WITH TAN BOLT DOWN -' TURF)COVER (GREEN IF IN F) / HEAT BRAND "BV" ON VALVE BOX COVER IN 2" HIGH LETTERS. / BRASS BODIED BALL VALVE FULL—PORT I SCH. 40 PVC PIPE EXTENSION, DIA. TO ALLOW O FOR MOVEMENT OF HANDLE ON VALVE LENGTH AS REQUIRED. SCH. 80 NIPPLE TOE W/SS PVC COUPLING i Z N. :,. „ DATE: MARCH 2O08 ggLL VALVE AS S E M g �Y D ETA SCALE: NONE ._.._ O. LANDSCAPE DIVISION CITY OF PALM . "" LANDSCAPE MGR DESERT � �� Signature on File STD DRAWING N 015 BENCHMARK: C.O.R.S. COTD ENGINEER CITY CITY OF PALM DESERT PLAN CHECKED BY: �� ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE /�✓'f Q� �C��'""' L/��`'��' RTMENT OF PUB 7 CITY OF PALM DESERT Q LOCATION: COTD IS A CONTINUOUS GPS CGPS SITE LOCATED AT AP�D ( > PUBLIC WORKS DEPARTMENT I BY: � �r Z DR oT THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A IRRIGATION PLAN DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) RL)C CIVIL 73-510 FRED WARING DRIVE, PALM DESERT, CA 92260 T - � BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. DESERT WILLOW 8 T: (760) 346-0611 F: (760 N YOU DIG �p YOU DIG BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 PREPARED UNDER DI VISIO DATE: OVERFLOW �s TOLL FREE 1-800-227-2600 TRAFFIC PARKING LOT CITY FILE NUMBER MARK GREENWOOD PROJECT V 14-0 Q A PUBLIC SERVICE BY DATE: PUBLIC WORKS DIRECTOR •�' _. UNDERGROUND SERVICE ALERT SPENCER KNIGHT, LANDSCAPE MANAGER R.C.E. 57989, EXP. 6/30/2010 LANDSCAPE m I PLANT PALM SO THAT AXIS IS PLUMB I � x z FINISH GRADE 2" __ ,III=IIIIII II.-- _ =IIIIII CURB =11 I-IIII=IIIIII= IIIII ALL CAVITIES AND VOIDS TREE OR PALM TRUNK 24" MIN. ARE TO BE BURIED SET AT EDGE OF DEPRESSED WATERING BASIN ROOT BALL SLOPED GRADE SET TO TOP OF ROOT CROWN AT FINAL GRADE FINAL GRADE RAINBIRD 1400 SERIES — -- FINISH GRADE 3 , OR APPROVED EQUAL =IIIIII-IIIIII IIIIII = IIIIII=_IIIIII= — 1 2. IIIII I= =_ •• . Q IIIIII =IIIIII � THE R IIIIII IIIIII IIIII'=IIIIII=IIIIII- IIIIII _ E o PALM ROOT BALL N IIIII IIIIII =IIIIII=IIIIII FINISH GRADE= = NATIVE UNDISTURBED SOIL NATIVE UNDISTURBED SOIL IIIIII= _ _= IIII I 2X ROOTBALL FINISH GRADE =III I -IIIII= IIIII-IIIIII=IIIIII-I III II - IIIIII IIIII _ - ALL CAVITIES AND VOIDS olvd I IIIIII — I PVC I SCH. 80 RISER LEVEL GRADE ARE TO BE BURIED III IIIIII-IIIIII - _ IIIIII -IIIIII=IIIIII , , , IIIUII IIIIII � \ � IIIIII- IIIII PVC LATERAL PER PLAN NOTES : = IIIIII= IIIII IIII —=IIIIII—IIIIII=IIIIII=— NATIVE UNDISTURBED SOIL PLANT SHRUBS MINIMUM OF 3' FROM NOTES : IIIIII 2X ROOTBALL IIIIII NOTES : CURB IN MEDIANS, 3' FROM CURB/SIDEWALKS IN PARKWAYS OR AS NOTED ON PLANS TAMP & WATER-SETTLE ALL MEDIAN BOULDERS TO BE BURIED MARLEX 90 DEC. STREET ELL. JOINT WHILE PLANTING A MINIMUM 1/3 NOT TO EXCEED 12" NOTES: APPLY 1" THICK LAYER OF FROM TOP OF CURB DECOMPOSED GRANITE TOP OF ROOT BALL ON TOP OF ROOT BALL NOT TO BE LOWER THAN FINISH GRADE ALL BOULDERS TO BE A MINIMUM 24" SET BUBBLER MINIMUM 12" AWAY I „ FROM CURB/HARDSCAPE UNLESS NOTED ON PLAN FROM ROOT BALL FORM 3" BERM TO CREATE TEMPORARY WATERING APPLY 1 THICK LAYER OF I BASIN (USE WITH BUBBLER IRRIGATION ONLY) DECOMPOSED GRANITE BOULDERS IN CLUSTERS TO BE SET AT SET PALM/TREE ON NATIVE UNDISTURBED SOIL ON TOP OF ROOT BALL VARIOUS HEIGHTS PER CITY APPROVAL PROVIDE MINIMUM 2" DEPTH OF CLEAN BACKFILL UNDER IRRIGATION PIPES TREE PIT PER PLANTING DETAILS. DATE: MARCH 2O08 SHRUB INSTALLATION SCALE: NONE DATE: MARCH 2O08 PALM TREE INSTALLATION SCALE: NONE DATE: MARCH 2O08 BOULDER SCALE: NONE MARCH 2O08 I ULDER INSTALLATION ON DATE. PALM/TREE IRRIGAT ON DETA L SCALE: NONE j PLT DRAWING N0. PLT DRAWING NO. PLT DRAWING N0. Signature on File 002 Signature on File Signature on File STD DRAWING N0. LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT O 0 3 005 Signature on File LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 0 1 0 DRIP ZONE FLUSH VALVE � EMITTER I FINAL GRADE PLAN FINAL GRADE DRIP LATERAL l PVC CLASS 315 PIPIE NON PRESSURIZE 9"-12" D LATERAL LINE FINIAL GRADE III COIL WIRE PER SPECIFICATIONS IIIII RISERO NATIVE UNDISTURBED SOIL WATER PROOF WIR CONNECTOR ID TAG 9"-12" BOUDRIP NDARY FOR °• °° PRESSURIZE MAIN III I II 1 1 18 -24 LINE 14g. SINGLE STRAND CONTROL WIREif — PVC PIPE RISER ADAPTER (DEPTH PER DETAIL). PVC FITTING FILTER 125 PSI ' o • . ' 2" OF CLEAN BACKFILL • • a . ° ONTROL WIRE _ o ' °.• " °'' °" °•'oo '•�°,b•o.« °•' SCH. 40 PVC PIPIE NOTES: 0 " ELECTRIC CONTROL VALVE ASSEMBLY °•• o $ DETAIL TO BE USED AS 6» " � �".•. °•° ° • � " � � � 4 3/4" CRUSHED AGGREGATE ( AN EXAMP• � LE ONLY) COMMON WIRE NOTES : SECTION .� NOTES: NOTES : TAPE AND BUNDLE 14g. SINGLE STRAND CONTROL WIRE EVERY 10' FT. RECTANGULAR VALVE BOX W/GREEN BOLT DOWN POLY FLEX RISER 1/4" INSTALL ADJACENT TO PRESSURIZED MAIN LINE COVER IN TURF AND TAN IN SHRUB BEDS EMITTER TO HAVE DIFFUSER CAP IF NEEDED w (SEE NOTE) COIL 24" OF WIRE IN ALL CORNERS HEAT BRAND VALVE STATION OR APPROVED EQUAL W/ POLY FLEX RISER ADAPTER z NO. ON LID IN 2" HIGH CHARACTERSSEE Z IRRIGATION SPECS. FOR BACKFILL AND COMPACTION REQUIREMENTS 12„ x 18 RECTANGULAR VALVE BOX PVC FITTING (S X S X 1/2" FIPT.) MINIMUM BACKFILL DEPTHS FROM FINAL GRADE TO TOP OF MAINLINE PVC PIPE DEPTH SHRUB EMITTER DETAIL TYPICAL 18" FOR PIPE SIZES 2 1/2" AND SMALLER FILTER MUST WITHSTAND 125 PSI ( PER SPECIFICATIONS) (TYPICAL) 24" FOR PIPE SIZES 3" AND LARGER IF A SPECIFIC MANUFACTURER'S ASSEMBLY PROVIDE MINIMUM 2" DEPTH OF CLEAN BACKFILL UNDER IRRIGATION PIPES IS SPECIFIED, FOLLOW THAT MANUFACTURERS SPECIFICATIONS NO ELECTRICAL CONDUIT TO BE PLACED IN IRRIGATION TRENCH (2) BRICKS FOR SUPPORT j BACKBONE LATERAL PVC CLASS 200 PIPE Z DATE: MARCH 2O08 TRENCHING DETAIL SCALE: NONE DATE: MARCH 2O08 E LEC. CONTROL VALVE (DRIP) SCALE: NONE DATE: MARCH 2O08 NONE MARCH 2O08 U STD DRAWING NO. DRIP EMITTER D ETA I L SCALE. DATE. N O N E DRIP P ZONE DETAIL L SCALE. Signature on File Signature on File STD DRAWING N0. STD DRAWING N0. LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 01 1 LANDSCAPE DIVISION CITY OF PALM DESERT 01 g Signature on File 0 Signature on File STD DRAWING NO. Q LANDSCAPE MGR. LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 5 LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT LL �s�� 026 BENCHMARK: C.O.R.S. COTD ENGINEER REVISIONS CITY �C�a G/E�G CITY OF PALM DESERT PLAN CHECKED BY: �.. D ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE APPR. DATE �-�i��'`'7' V RTMENT OF CITY OF P`�" PUB 7 PALM DESERT LOCATION: COTD IS A CONTINUOUS GPM DESERT SITE LOCATED AT PUBLIC WORKS DEPARTME/VT F 1 AP D BY: �1 "'�\ �r 8 O o THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) sw%l" ' P Z BEFORE DAYS BEFORE CONTINUOUS GPS CGPS MONUMENT. 73-510 FRED WARING DRIVE PALM v CIVIL CANTING/IRRIGATION DETAILS ( ) UMENT. DESERT. CA 92260 R YOU DIG YOU DIG T. (760) 346-0611 F: (760 1 OF N N DESERT S RT WILLOW ITS g OVERFLOW PARKING LOT rp BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 PREPARED UNDER DI E VISIO DATE: TRAFFIC C(1Y / TOLL FREE 1-800-227-2600 MARK GREENWOOD FILE NUMBER - A PUBLIC SERVICE BY •,, DATE: PUBLIC WORKS DIRECTOR PROJECT V 14—M UNDERGROUND SERVICE ALERT SPENCER KNIGHT, LANDSCAPE MANAGER R.C.E. 57989, EXP. 6/30/2010 LANDSCAPE