Loading...
HomeMy WebLinkAboutOverflow Parking Lot Project_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 PALMC S G _ AD \ G A \ CATHEDRAL X PALMS DESERT, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS o RAMON RD CONSTRUCTION AND THE CALTRANS STANDARD PLANS AND CALTRANS CI TY STANDARD SPECIFICATIONS WHEN APPLICABLE. PROJECT � 2. NO CONSTRUCTION IS AUTHORIZED WITHOUT THE APPROPRIATE PERMITS or PALM LOCATION ISSUED BY THE CITY OF PALM DESERT PUBLIC WORKS DEPARTMENT. WILLOW OVERFLOW 'P A� I N G LOT Q GERALD FORD 3. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS FRANK SINATRA DE E COMMENCED. � 10 4. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING 0 9 5 DESETRT WILLOW DIRIVE o � o 0 CONSTRUCTION, THE ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR COUNTRY ¢ CLUB X DR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR P a O J E C T NO o ' 14 O RANCHO o W a W APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. MIRAGE ,� m W HO LN 42NO AVE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ONSITE, 0 <a INDIO OFFSITE AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES. FRE WARING DR 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PALM DESERT GRADING NOTES: PAVING NOTES: EL PASEO 111 PRECAUTIONS TO PROTECT ADJACENT PROPERTY OWNERS FROM ANY 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 ' 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 = � Uj 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 N 7. THE CONTRACTOR, AT NO EXPENSE TO THE CITY, SHALL PROVIDE ALL SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING, WHICH ARE BEING " �J"RD 3 w 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 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. 74 LA WORKMANSHIP ARE IN ACCORDANCE WITH THE SPECIFICATIONS. FORMS ARE IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLAN, AND A COMPACTION REPORT ENGINEER, INCLUDING NECESSARY SAWCUTTING, REMOVAL, FROM A SOILS ENGINEER ON ALL FILL AREAS ARE REQUIRED PRIOR TO THE BUILDING PERMIT REPLACEMENT AND CAPPING. QUIN TA 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL ISSUANCE. 3. NEW OR EXISTING CURB AND GUTTER SHALL BE MARKED AT EVERY 10 EXISTING TOPOGRAPHY VICINITY MAP MAINTAIN ALL FACILITIES, COMPLETED AND UNCOMPLETED, UNTIL BLOCK WALL NOT TO 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- FENCE 9. ALL SURVEY MONUMENTS WITHIN OR BOUNDING THE WORK LIMITS, AND SAFETY. THOSE WALLS THAT THE GRADING, PAD ELEVATIONS/FINISHED FLOOR ELEVATION AND -9-- CHAIN LINK FENCE WHETHER FOUND FROM RECORD OR BY INSPECTION, SHALL, PRIOR TO HORIZONTAL SHOWN AS RETAINING WALLS SHALL BE CONSTRUCTED TO CITY OF PALM DESERT 4. NEW OR EXISTING CURB AND GUTTER SHALL BE JOINED, MATCHED,ANY CONSTRUCTION, BE LOCATED AND REFERENCED BY A LICENSED RETAINING WALL STANDARDS OR BE SUPPORTED BY ENGINEERING CALCULATIONS AND DETAILS. REPLACED IF DAMAGED, A SAWCUT LINE SUCH THAT A MINIMUM SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND LENGTH OF 7 FEET OR CURB AND GUTTER REMAINS IN PLACE AT ALL OS SANITARY SEWER M.H. �-� POLE & GUY ANCHOR � GAS METER PROJECT INFO SURVEYING. THE REFERENCED MONUMENTS DISTURBED OR REMOVED 5. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. LOCATIONS. STORM DRAIN M.H. ELECTRICAL POLES RAILROAD TRACKS DURING CONSTRUCTION SHALL BE RESET IN ACCORDANCE WITH SECTION �j TELEPHONE VAULT Cr TELEPHONE POLE RAILROAD SIGNAL 8771 OF THE LAND SURVEYORS ACT AND CITY STANDARDS AND 6. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION, THE 5. A "TACK COAT" SHALL BE APPLIED BETWEEN PAVEMENT LAYERS of JOINT USE POLE TRAFFIC SIGN CD PULL BOX PROJECT: REQUIREMENTS AT THE CONTRACTOR'S EXPENSE. ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND CONCRETE SURFACES AND ON EXISTING PAVEMENT TO BE RESURFACED WATER METER � STREET NAME SIGN -� STREET LIGHT LOT 8, TRACT N0. 28450 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 DESERT WILLOW OVERFLOW PARKING LOT 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS IN ASPHALTIC EMULSION WITH A 60-70 GRADE LIQUID ASPHALT. CITY PROJECT NUMBER 614-09 PALM DESERT AT 760 776-6450 AT LEAST 48 HOURS PRIOR TO 38995 DESERT WILLOW DRIVE ( ) 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, OFF-SITE AND ADJACENT 6. THE VISCOSITY GRADE OF PAVING ASPHALT SHALL BE PERFORMANCE pC•O• SANITARY SEWER CLEANOUT OPpa PEDESTRIAN PUSH BUTTON PALM DESERT, CA. 92260 COMMENCING ANY WORK. UTILITIES, FACILITIES AND PROPERTIES. GRADE OR AS DETERMINED BY THE CITY ENGINEER AT THE TIME OF 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PAVING. STREET LIGHT (UPRIGHT) ® TRAFFIC SIGNAL CONTROLLER PROJECT DATA: 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: 16,2 8 SQ FT (17.68 ACRES) 7. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE DISTURBED AREA: 116,276 SQ FT 2 67 ACRES) UTILITIES OR FOR EMERGENCY ASSISTANCE CALL: PLACED UNTIL ALL ON-SITE IMPROVEMENTS HAVE BEEN COMPLETED, STREET LIGHT & TRAFFIC O TRAFFIC SIGNAL LOOP DETECTOR - 6' x 6' LANDSCAPE AREA: 14,103 SO FT (0.32 ACRES) AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONJUNCTION WITH - WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 CONSTRUCTION OF THESE GRADING PLANS. SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 INCLUDING ALL EARTHWORK GRADING. SIGNAL ON MAST ARM TRAFFIC SIGNAL LOOP DEFECTOR - 6' DIA. ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 9. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) 776-6450 AT LEAST 24 WALK - DON'T WALK _ FEMA FLOOD DATA: 8. MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINISHED GAS THE GAS COMPANY 800-427-2200 HOURS PRIOR TO COMMENCING ANY WORK. GRADES AFTER COMPLETION OF CONSTRUCTION TO THE STANDARDS OF PEDESTRIAN SIGNAL CITRUS TREE FLOOD ZONE: "X", PANEL: 06065C1615G, DATE: AUGUST 28, 2009 TELEPHONE VERIZON CALIFORNIA, INC. 800-483-1000 � CABLE TIME WARNER 760-340-1312 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. THE FACILITY OWNER. M"og CONCRETE ZONE DEFINITION: AREA OF 0.2% ANNUAL ' DIG ALERT 800-227-2600 �'`�'-�`""'� G FOR THE LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL: 9. ALL EXISTING PAVEMENT WITHIN AND ADJOINING THIS PROJECT SHALL BE r� -� -�t DECIDUOUS TREE CHANCE FLOOD; AREAS OF 1% ANNUAL FLOOD EITHER REMOVED OR STRUCTURALLY TESTED TO VERIFY THAT THE ,� ASPHALT WITH AVERAGE DEPTHS OF LESS THAN 1 OR 12. THE DEPARTMENT OF PUBLIC WORKS DOES NOT ASSUME ANY WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 STRUCTURAL CAPABILITIES ARE ACCEPTABLE. ALL RESULTS SHALL BE WITH DRAINAGE AREAS LESS THAN 1 SQUARE RESPONSIBILITY FOR THE ACCURACY OF THE QUANTITIES SHOWN HEREON. SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 APPROVED BY THE CITY ENGINEER. EDGE OF PAVEMENT PALM TREE MILE; AND AREAS PROTECTED BY LEVEES 13. THE STRUCTURAL SECTION SHALL BE AS PER THE STATE OF CALIFORNIA ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 FROM 1% ANNUAL CHANCE FLOOD DEPARTMENT OF TRANSPORTATION, HIGHWAY DESIGN MANUAL TEST NO. GAS THE GAS COMPANY 800_427_2200 �, „ " BUILDING TELEPHONE VERIZON CALIFORNIA, INC. 800 483 1000 10. THE CURB SHALL BE ETCHED SHOWING LATERAL LOCATIONS: S FOR ������ ��: TOPOGRAPHIC AND BOUNDARY SURVEY: SEWER, "G" FOR GAS, AND "E" FOR ELECTRICAL. TREE STUMP 301-F FOR DETERMINATION BY THE R-VALUE METHOD. CABLE TIME WARNER 760-340-1312 u UNDERGROUND STRUCTURE SURVEY PERFORMED BY: GUIDA SURVEYING 14. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR OR REVISION BY THE DIG ALERT 800-227-2600 11. ALL PERMANENT ROADWAY TRAFFIC STRIPING, LEGENDS AND PAVEMENT ® OVERHANGING STRUCTURE DATE OF SURVEY: C2/02/2010 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 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 EARTHWORK QUANTITIES: 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. RAW CUT: 4,000 CY" PRACTICE LAND SURVEYING. ALL MONUMENTS DISTURBED OR REMOVED SHALL BE RESET BY A ABBREVIATION DEFINITION ABBREVIATION DEFINITION 12. TEMPORARY ROADWAY STRIPING SHALL BE INSTALLED ON ALL A.C. Asphaltic Concrete M.V. Mercury Vapor apor APN AND LEGAL DESCRIPTION: 15. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY LICENSED SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING, AT THE Ac. Acre Max. Maximum 0-008 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 A.P.N. DESCRIPTION TO REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL ENGINEER. Ave. Avenue N. North LEGAL DESCRIPTION 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 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 LOCATION ACCEPTABLE TO ALL CONCERNED AGENCIES AND B.C.R. Beginning of Curb Return N'ly Northerly ORGANIZATIONS. DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT COMMENCED WITHIN 12 MONTHS FROM B.M. Bench Mario 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 16. ALL P.C.C. AND A.C. IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S Blvd. Boulevard O.C. On Center C Center Opp. Opposite CITY OF PALM DESERT C&G Curb & Gutter P.B. Pull Box 73510 FRED WARING DRIVE OPERATIONS B RESTORED RDE CITY O PALM DESERT. TO THEIR F ORIGINAL CONDITION BY THE CONSTRUCTION NOTES QTY. EST. CONSTRUCTION NOTES QTY. EST. SHEET INDEX C.B. Catch Basin P.C. Point of Curvature CONTRACTOR c.f. Curb Face P.C.C. Point of Compound Curvature or PALM DESERT, CA 92260 C.I. Cast Iron Portland Cement Concrete PHONE (7 6 0) 3 46-0 611 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 17. STREETS IN THE CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL 0 ACCOMMODATE PROPOSED CONSTRUCTION. 4,000 CY �9 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 0 500 LF 2 EA 2 DEMOLITION SITE PLAN C.R. Curb Return P.R.V.C. Point of Reverse Vertical Curve COMMERCIAL DRIVEWAY PER DETAILS 2 AND 3 ON SHEET 3 / C.T.B. Cement treated base P.T. Point of Tangency MARTIN ALVAREZ 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 3 90,000 SF 11 75 SF 3 PRECISE GRADING PLAN Calc. calculated Pt Point 73510 FRED WARING DRIVE Cb. Curb R. Radius 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 PALM DESERT, CA 92260 800 LF PER PLAN 4 SITE LIGHTING PLAN Cir. Circle R.E. Registered Engineer PHONE 760 346-0611 WRITTEN APPROVAL OF THE CITY ENGINEER. ® DETAIL 5 ON SHEET 2 © 2 Center Line R.S. Record of Survey ( ) PULL cons. Concrete R/R Railroad PROTECT EXISTING IRRIGATION MAIN IN PLACE A BOX.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 O N 17 EA 5 HORIZONTAL CONTROL PLAN 5 � © const Construct R/W Right of Way LANDSCAPE ARCHITECT: APPROVAL OF THE CITY ENGINEER. car. Comer Rd. Road © REMOVE EXISTING SIGN CONSTRUCT 6 BAY TRASH AND RECYCLING ENCLOSURE PER CITY OF PALM cu. ft. Cubic feet Rec. Record DIANE HOLLINGER 1 21. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE ® DESERT STANDARD 1 EA 6 LANDSCAPE PLAN D.G. Decomposed Granite Rim Riverside CITY OF PALM DESERT 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 pr Driveway S. Sow, 73510 FRED WARING DRIVE 7 4,000 LF © 720 SF 7 IRRIGATION PLAN E East S.B. San Bernardino PALM DESERT, CA 92260 TO BE COMPLETED BY OTHERS. COSTS TO COMPLETE THE WORK BY MEDIAN ISLAND A MINIMUM OF 2 BEYOND BACK OF HEADER. E.C. End of Curve S.D. Storm Drain OTHERS WILL BE CHARGED TO THE CONTRACTOR. ® RELOCATE EXISTING TREE PER LANDSCAPE PLAN CONSTRUCT INFILTRATION TRENCH PER DETAIL 4 ON SHEET 3 AND E.C.R. End of Curb Return 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 Elev. End Elevation Vertical Curve S-iy SouthSoutheasterlyE ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE APPROVAL OF THE E-ly Easterly Son Sp Southerly ly Spec. Specifications CITY AND THE PROPERTY OWNER. Est Estimate Spk. Spike Exc. Excavation Sq. Square Exist Existing SBB&M San Bernardino Base & Meridian 23. CONTRACTOR MUST OBTAIN APPROVAL FOR ANY LANE CLOSURES A F.B. Field Book St Street F.H. Fire Hydrant Sta. Station MINIMUM OF 48 HOURS IN ADVANCE. CITY PERMIT #: F.L. Flow Line Std. Standard Fd. Found Stk. Stake 24. CONTRACTOR SHALL CALL THE PUBLIC WORKS DEPARTMENT TO REQUEST ANY MODIFICATION OF THIS PLAN Ft. Foot SW'ly Southwesterly INSPECTION A MINIMUM OF 24 HOURS PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL KEEP THE INSPECTOR INFORMED OF Guy Guy wire of pole T.C. Top of Curb 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 LF. Linear Feet V.C. Vertical Curve WITHOUT INSPECTION WILL NOT BE ACCEPTED AND ARE SUBJECT TO REMOVAL. MUST BE APPROVED By THE CITY Lot V.C.P. Vitrified Clay Pipe Lt Left V.P.I. Vertical Point of Intersection M.H. Manhole Vert. Vertical M.O. Middle Ordinate W. West CITY ISSUE DATE: M.O.C. Middle of Curve w'Iy westerly PRIOR TO CONSTRUCTION. FOR CITY USE ONLY Q BENCHMARK: C.O.R.S. COTD ENGINEER CITY ENGINEERS SEAL �j� ,.�,.,s CITY OF PALM DESERT PLAN CHECKED BY: ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE 7 Q� PaZ L/P�f et DEPARTMENT OF PUBLIC WORKS �T CITY OF PALM DESERT �� QRpFESS/pv. �"�� DR ��Jl LOCATION: COTD IS A CONTINUOUS GPS (CGPS) SITE LOCATED AT �t�0 "Yl *ram,+ �AVr APPROVED BY: SHEET LO ON THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A DIAL O WORKIOVER SHEET OF NG SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) AARON S KULP,. ? 73-510 FRED WARING DRIVE, PALM DESERT, CA 92260 CIVIL C BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. � NO 51 � T.' (760) 346-0611 R (760) 341-7098 DESERT WILLOW SHEETS YOU DIG YOU DIG 2 " * 'I'll - OVERFLOW PARKING LOT PREPARED UNDER THE DIRECT SUPERVISION OF: DATE: � l0 TRAFFIC BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 CITY FILE NUMBER TOLL FREE 1-800-227-2600 �TgTF C I V\� '\P GY DATE: 7 ( c ENGINEER PROJECT 614-09 A PUBLIC SERVICE BY r7F CALF UNDERGROUND SERVICE ALERT �RON S KULP, RCE 75175 EXP. 12 31/11 R.C.E. 64819, EXP. 6/30/2011 LANDSCAPE �` 1� �= - - � I , �.�NSTIZUCTION NOTES - -- � ,� - : , __ _-- PRESSURE TREATED PARKING BUMPER �'" -,-� '` v, 1 REMOVE EXISTING PAVEMENT SECTION INCLUDING BASE AS NECESSARY"TO HEADER PER PER DETAIL 2 -. -�� -- -� FI ,C,�I, 11.7-II-�,� �1,- -I z-I I II11 I--I I�-:,-I�II 1�1'-II-I,1,I1��',�I,IIII,'I I�--i'.,I'-v�I I I'I-�-:-"I11:-",1��1I-:1 I 1,I�-'-1-�I-I�-1-Il ,-I-�,:�n,-,II,�I1�,I-��-I1,I�,-I11 t�iI-k�---�,-i-1C I'I:I�I,��1,,I,)�'1,�1 1-,'1�,I,�--'II- III �I/I 11 `` O ACCOMM8QAT1� 8P8SED CONSTRUCTION. DETAIL 3 1ti - - `, - , >° -� ` O REMOVE EXISTING SPLff RAIL FENCE �Z \� �, -,� \ �\ f� I `- \ \ N O CONSTRUCT 3- AC OVER 4- AGGREGATE BASE PER DETAIL 3 ON THIS PAINTED STRIPE OR PRESSURE TREATED HEADER -r-11 �µ, �-,., y v - `- t" .-•.? . ` \ (ram v'J '\\ �,� SHEET i � 4 ,` " _ �` �. `r � \ ® CONSTRUCT NEW SPLIT RAIL FENCE TO MATCH EXISTING FENCE PER 1.5' \'* DETAIL 5 ON THIS SHEET PARKING AREA > ,, \\ l _ �1 1 ` `�, 5 PROTECT EXISTING IRRIGATION MAIN IN PLACE 0 0 7fiI sZ r _ _ X X j X X �u X t -- \ 6\ REMOVE!ExlST1NG SIGN PLAN 9 A \ '_ \� A ,��-�,-�I-Ip.-�I I-1�3��1II/II 1 I11.II I,I,T--/J I I I-III-�-I-\Ie IiI, ��,II,I,I1-,4�-I_I,IIAI\1�1 I-I1I-t II-i�iIi�I�I II I-I II,,xiIIi!iii:��I�I��jIIII1��"1[-'I.�---4,i,IIrVIII��;.�I�.1 1 II e� r ( ) 4 WIDE PAINTED II II I I II I IL I I��/�--��:1�-",�,�III-I I, //�I I���� CO STRUCT PRESSURE 1`REATED HEADER PER DEATIL 3 ON T�iIS SHEET Zi,-7 11 II x '` . - 0 \\\20' 40' ,\, STRIPES (WHITE) r n : / \ \ ® RELOCATE EXITING TREE PER LANDSCAPE PLAN i r 11 \ \ y, 18 9 TYP. 9" TYP 5 ' �� �� � \ \ REMOVE EXISTING- LIGHT ��POLE AND ASSOCIATED WIRING ( ) " 2 . \ V ® / r - - - - I - 5 r 'o ; ; 1 3 \� _ y i 2 I ALLOW FOR , .• --"--= -- A \ - - A \ \ REMOVE EXISTING DRNEWAY AND SIDEWALK AN POTENTIAL GOLF : ' COMMERCIAL DRNEWAY PER DETAILS 2 AND 3 ON SHEET 3 f �, 18 I \ \ CART CONNECTION J` T"�P \ \ f 2 3 REBAR i - I, - ' . AI 4 ON ) # CONSTRl7GT 4� THICK P,C.C. WALK PER DET L THIS SHEET , PATH I {' } A \ 11 I I :$ 1 3 \ \ \ V � ' I \ INSTALL PAVEMENT SSTRIPING PER PLAN AND DETAILS 1 AND 6 ON THIS I(( : �'�� A V ® SHEET #5 REBAR 18" LONG -^r r \ \ TOP OF AC PAVEMENT \ INSTALL LIGHT AS PER LIGHTING PLAN ON SHEET 4,�, ITH STRE LIGHT i i v -' �: _ ELEVATION ` � ;. - �.- A' PULL B S( �R APWA STD 405 0. CONSTRUCT BASE`PER DETAIL 1 9N S E C TI O N ,. - 7 \ \SHEET V 9 0.C. I }. � \ \ f , \. 7 L ,_ - , - ® UQ STRUCT 6 BAY TRASH AND RECYCLING ENCLOSURE PECITY OF PALM : E DESERf STANDARD -- i INSTALL�NE4K 2- DIAMETER SC40 PVC IRRIGATION SLEEVE. EXTEND INTO 10.5 ''' ` - `7 3 5 MEDIAN ISIANb,A MINIMUM OF 2' BEYOND BACK OF HEADER. �'7 I ' CONSTRUCT IN L TION TRENCH PER DETAIL 4 ON SHEET 3,AND ' `` �' GRADING PLAN - TYPICAL PARKING STALL STRIPING PARKING BUMPER ca e \ "� � \\ S I : N.T.S. Smle: N.T.S. :<:., z I. ::; `� ` \ . g .TYP } 7 9 T / T \ �� �� � . - - - - --- --r-` -?t \ � �v { - �� 11 l` `X--�xxx I%� I,:�.I II,II�.-�1�,I 7,I I-I,1 III1I-.I 1�II,1-'II I-!1�I1,;1�-I-:,-1�--�-,-,:I,,1�1-...��I1I---1 I-�I�"II-,1I,1I,I�-1II�I 1 1�,,�I-I--,I�,�I,I7 I--I1 I II�II�II I�II-�1.�I�II.`III,I�-I-�I 11-�I�IIII-1I----,I 1,,I,,"I,II�II I�-1,-1,pI-I�,1,�1I-I�1 1,II I"-1:-I�-��-III-'�,�-rI--'-#IlI I1I-,I�'-.l--�.I,,.,�7I,I 3 I- 11 . ,l I,I�II­e',I,,-1 I iI--I�����"I1,,:,--1II,",-i1I I 1 I I�,-I-E,I�I I,-I I,I I I�",II)Ij-,2--I -. �/ �_ II 1-I 1I-I I o I II,`"I----:-I-\��N,,lI1,I,I1,,I,,I,�I 5 ' f /� 4 X I - l Y / ,,II,II I��:,,�-,1I;1iIII 1 I�1 1,�I,1,I1 I,-,-II�:�I i:�I,I�`'I�"II-�'�,',-��.,',,"-��,,,�-"1���-1�1­-�'I 1I\�:,�I��,,,,�­,I�`k"-II-, , 1' } f/ %" t _ \ 18 TYP / / A.C. PAVING i / / 2 X 4 PRESSURE I = v, _ TREATED HEADER -.. ;. i`: - I zz 3 FINISH GRADIj •d T -I\ .41 ' /,, a• } 7 1 3 > i 18 TYP } �., / j FINISH GRADE s �- - •� I < . . w / li I ` f , , . / s �' , p „ L . :, - 4 - , : - R R t SLOPE TO R I-I--I, � I I�"I I�I I I�I .II II 11-I 11I1�,1- -� I1 1/I I I- I I II I11 I t1I,��.-�1 II III,:,--11-,1I'i,.1,:,,�,-,--�1",�I,1,��J'"--,,,I�.-"�`-�-�,�,i:.I�:,-..-,,-.---,.,.,I.,"I,",�,'-f���-1:,z,t,I,i,��-,',���,I�----,-"�,,,-��"",,�,,,`,---,--I��I,,"�,-',I I I-��7--,,�1� ,�I,:1 1"'",--1 1'�,I1,'`1:1--,1 I,,'-,,-I-----�:--I,-',,I,--,�,-1,I-I 1s,-1I',,I-I I I -� ,1�I,� o *o�,I I II 24- ;` ., - _ i n 2 D AIN 9 ., . . f r + I a - p 1 / -t i t ._ 1.,,, �„ - r 2 1 6d GA V./ I I L NAILS - ) w - c t I �° t /,, I . . , , , I � t � 2 WEAKENED 1 t ?-, ;• � - _ ° I I ' i 4 MIN ' I ( I 1 ; I PLANE JOINT /� T } . . I •j ` f 1 3 ', , F CLASS Z 2 X 3 X 18" PRESSURE ` I `� " 18 TYP ,:- AGGREGATE ---- -- -�-- I - _ TREATED STAKE AT ,. -,, . -', - ----- - - It I BASE , :..', }.. :. 48 O. NOTES :,,. C MAX. 1$ TYP• t/ i i 1. ALL SIDEWALK CONCRETE SHALL BE 560-C-3250 AND HARVES TYP '', s . �'f L GOLD COLOR TO MATCH EXISTING SIDEWALKS. r SUBGRADE { i /'i rr , - 3 - <. 1 }, 2. ALL SIDEWALKS SHALL BE A MINIMUM THICKNESS OF 4". t - t .t 1 ,,. "' NOTE: SUBGRADE SHALL COMP T .� =� .,� r BE AC ED TO 90% ;_ 3. SPECIFIC CONSTRUCTION DETAILS SHALL BE PER CURRENT EDITION � ! 7 i � � � � \::i } OF STANDARD SPECIFICATIONS FOR PUBLJC WORKS CONSTRUCTIOty 1 } i i i I ALL ANGLES SHALL PROVIDE A 45' 2 X 4 PRESSURE MANUAL. 7 ; r TREATED HEADER AS SHOWN ON THE PLANS x 'I'r I 1;I,"I--III 11",-,I I.?�,,�,�,"Il��,�,��-:1,�,1�,��,-i 11�,,I I : I,II-,,,t I I,,','III I _,-�c� 11",-0 \-� � - � - II iI � TYP � ; � � i `� 7 \ j T 4. REMOVE EXISTING CURB AS 3EQUIRED TO CONSTRUCT FLUSH WITH -III 1t-i--I�I I 1-,-,���I 1 I,�i'-",,,,---1�z�,-1I,:1,,,,��,,�,9'�'1,I�,,�.-,\-'J0,,-e--"���,I"1,,I�I�:, II ��t,I\--1, A�I5- rA } ' !: i � I j i ! � �1� EXISTING PAVEMENT. �i -1\1 �\-./I ], I i f } III i I Ii I I 3 } . n i ii 7 PAVEMENT AND HEADER P.C.C. WALK x , 3 4 r ' � `� Scale: N.T.S. Scale: N.T.S. r i 1 PR UR TR A ESS E E TED H A R 9 F :- _, E DE 1: T "P ` - PER DETAIL 3 i` ., �,, I l` �= e __ T - - 2 '��\ `. 5 ,-a i .'r, A \ '\ 6 1. 8 . --�, \\ 6 I 7 , ', - r. } } I \ I t } I } a \ ` a\ � -Axxx-I II IIII I I II,�I--��II, III I--I 1�I1�III,I:,I1,,1I.��II'I II�q I�I�--II 1 I I I I'II1,I-,-I I ,�1I,1-I�1I II1,I I"I II�1�-1 I�..":,II1 II I,I-I1.I11 I,,.I II-.I IIi�1:I III I1:--I,II"i I I I I,:�II I-III�III-.,,�!I-I.I-I--III1,I-.'llI1-I I&III I It,IIII-:,-I�-I--1---Ic:-,1:1�I4I 1�1L-,,I�I�I Ii�I1-�I 1 I-I1.I-I,II 1--I,,III�-II--I���I I,Ix I--�II''-I,-�II II I I I-I,I II I I:,II:II.I eI 1"-I1 II":11",�II.II7--11I,,,-I��-I 1--I II�-�I I I�I,I II-II1-I�I-I I II I.1.II1,,I.-e I 1."1.,II-I.I-,"-��I--I�I�,�I4 I�I�,-'I I�I.I I-I,,I1 II.I�,-�"I---I��",I1-II,1�I&II1,I I I,.I6-I.�.I�...,-1�I II-.I�II,III I--III".1�I,I I-I���I,II I��I,It",��-�I,-I����:I,--II�,I,�,,-1 I II"1,�,II�',,I t-,1,,-,-II,,I,1,I-',--I,I1--.1�,�-,,"1I 1 I-I�-�,-l-1I,1�1�-,-.,-II,�IvI2�"I11I,I�I.�'�II:I'1 eII"I�-I�,l,�,��1,��I'1 1-:.�,1�I 1-,�,,-Ii��I,I,,,,'��,I,A1-�'zIt�­I,Iie-,,,,,,,,"""""Il""j-iII-I�-�,,'��_1 I�'',,,I 1'I - ., v � = -v \ � 8 O.C.„ , �_ . ` ; ! ;: � - 2 X 3 X 8 �v CEDAR SPLIT RAIL I V �.-° i . \\ I 45' } 7 i ` 7 a'' \� 4" WIDE PAINTED } . _ �\ 2' 2,_8„ STRIPES (WN{ ' TYP ! • , ; `{ \\ i` -1 -- . . -\. i 4 .\ , "; i /,\ 1 i II FINISH GRADE f a I. (- I�-. .�� AtI{ r ( _, f I . - : ,- I �' 18 TYP 18 TYP } / � ' , D i i 4 , 2 I "1 1 j , 2 k " �r�����,�� _ > i 6�j 6 3' MIN Z - - - - 2 1 d I 5 � �.; ' - 1 3 t i i I ; -\ 4„ X4" X4'-8„ �: - , 18 TYP \, u - g TYP ,."^- , 1 CEDAR SPLIT RAIL POST ;. o I� i :-� ( s`, i 1 - -- - , ! I .. 1,\ ... - • - -R -- - Tno'T --,.�,---..- :.&.'..--' 7 . :. # -:- - •. f I I � 560-C-2500 4- - . - I ?� 7 ," , I�.I --I ' --vi - - - �iI 4 4 CONCRETE • s 4t - i� - X____ X X -�- X X ='r _---x X X X X - - - - Ib; _X--- x-----x C � IV � �� U N `� M I N i OBSTRUCTED P 0 - C 1 \ 'b \ E SPLIT RAIL FENCE DEATIL ACCESS ROUTE \1 '` 5 6 STRIPING Scale: N.T.S. � i it Scale: N.T.S. BENCHMARK: C.O.R.S. COTD ENGINEER CITY ENGINEERS SEAL e--_ CITY OF PALM DESERT PLAN CHECKED BY: ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE &O4 ;va&m "fit DEPARTMENT OF PUBUC WORKS -,T�_�� CITY OF PALM DESERT 2 QROFESS/p,� D �I N: COTD IS A CONTINUOUS GPS (CGPS) SITE LOCATED AT CFO !�, ��IC WOWS APPROVED BY: SHEET LOCATIO �� � DEMOLITION / SITE PLAN of o THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) �' AAR S KULP y CIVIL co m 73-510 FRED WAKING DRIVE, PALM DESERT, CA 92260 - BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. N 71/11 u T. (760) 346-0611 R (760) 341-7098 , , DESERT WILLOW ITS 8 YOU DIG � YOU DIG BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 * PREPARED SUN--D� THE DIRECT SUPERVISION OF: DATE: �1 i, TRAFFIC OVERFLOW PARKING LOT TOLL FREE 1-800-227-2600 s�q c i V\� �`P � 0., BO CH CITY FILE NUMBER A PUBLIC SERVICE BY rF OF CAL\F�� �� DATE'O o� D CITY ENGINEER PROJECT 614-09 . UNDERGROUND SERVICE ALERT 75 EXP. 12 31 AARON S KULP, RCE 751 11 R.C.E. 64819, EXP. 6/30/2011 LANDSCAPE EG ±272 y � - 30' I30 30 �✓ } _ 10 �h t EG ±272 3: 1L �3: 1 MATCH EXISTING INFILTRATION TRENCH -7777 i \ FS 272.42 -_� :r F5 271.65 -- I TYPICAL CROSS SECTION \ Scale: 1"=10' (H), 1"=2.5' (V) 2� FS 272.01 -� FS 73 0 \ \20' 40' \ FS 272.06 .2 26 FS 271.98 \ \ x FS 272.03 �`� f � PROPO ED 8" SIDEWALK 273. 2 FS 273.42 \ \ %' FS 272.53 � � \ \ PROPOSED 8" SIDEWALK �S 272.09 FS 272.58 -- v FS 272.10 \ \ \ \ MATCH \. MATCH FS 2 1.88 FS 27 .24 FS 2 3.15 FS 27 q8 FS 271.98 \ ? \ \ EXISTING N EXISTING \ 17 4 MIN X FS 272.52 FS 2 1.92 FS 271.95 Y r 71. FS 2.80 S 271.20 � I ! `�� \ \ � FS 272.47 �' -17 FS 2 2.02 1-1 \ \ 30' MATCH EXISTING MATCH EXISTING FS .04 �\ FS 2 .07! FS 27 79 \ 4 \ \ \ FS 271. 9 S 271.29 \ �3 FS 2172.20 \ �x r � \ '�. ��' '_, FS f 272.45 FS t 272.47 FS 27 .47 FS 273.39 :FS 272. FS 2 2.33 \ �, �` / FS t272.17 � � � 29' \ � � � �,\ �� / 'i MATCH REMOVE MATCH � \ FS 272.45 \ ROLLED CURB EXISTING \ PROPOSED �\ EXISTING MAINTAIN \ FS ±272.01 ROLLED FLOW LINE FS 73.77 �, ��, ,' GUTTER PROPOSED ] I FS 272.05 i ✓ ROLLED FS 4 2 FS 273.59 FS 273.50 FS 27 4 FS 21.2.33 FS 271. '; , �\ NOTES: GUTTER I / / / 1. ALL SIDEWALK CONCRETE SHALL BE 560-C-3250 AND HARVEST GOLD COLOR TO MATCH EXISTING SIDEWALKS. ` FS2.37 FS 272.39 FS 272.83 ` FS 274. 8 �`r FS 272.63 -/� 2. ALL GUTTER CONCRETE - - 250 AND STANDARD COLOR TO MATCH EXISTING GUTTER. r' 72.55 FS 272.25 -� FS 272.68` % 3. ALL SIDEWALKS " FS 273. FS 27,1.53 / / `\ ALKS SHALL BE A MINIMUM THICKNESS OF 8 . \\ FS 272.18 / \ FS 272.37� FS 27Y.66 �� �` / / /Yf 4. SPECIFIC CONSTRUCTION DETAILS SHALL BE PER CURRENT EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS r ` CONSTRUCTION MANUAL. _ \ FS 272.43��, FS 272.50 FS 272.48 FS 273.40 30 S 272.43 \\ FS ,7 .58 , NORTH DRIVEWAY DETAIL 272.54 FS 272.2)' Scale: NT5 x FS 272.84 f FS 272.10 �\ \ F 273.09 7 FS 27.53 i " FS 272.80 j PROPOSED 8 SIDEWALK I I I r H PROPOSED 8" SIDEWALK 7 _ EXISTIN e-� FS 272.8 FS 273.75 FS 77 SS27�2 �93 27 .8 / J i i r j { S 272.81 \ �\ FS 272.04 f - - - - - - l FS 27�.82 FS 272.4 '' �:� FS 272.16 FS 274.13 i i ` FS'�272.23 FS 271.51 FS 3.19 FS 272.47 4' MIN X FS 27 .95 FS 273.86 FS $ FS 2 2�9 FS 272$5 S 2 2. 8 1 �'/ 24' FS 272.50 / FS 272.00 \ 1 I '- N FS 272.11 FS 2�2 I } FS 273.52 F 71.89 `.FS 272. 0 ��� t a ; j ;�- \ m �;',� FS 2 2.74 o D MATCH EXISTING `}t MATCH FS 274.98 2721 EXISTING FS 2 4.60 I ! FS 272.22 30 FS 27 .55 I .. -� FS 21 2. FS 272.48 r PRO �,.... FS 273.75 1 ' I ' FS f271.92 ROLLED 27 . 6 �� ' �,� MATCH MAINTAIN FS ±271.97 GU 1 t FS ±271.91 REMOVE EXISTING FLOWLINE ` FS 272.16 �', PROPOSED ROLLED CURB MATCH 4 N t FS ±271.9 EXISTING FS 74.66 FS 2 3 0 FS 272.50 FS 27 .46 . r ROLLED _FS/2` 73.84 FS 2 .10 / FS 273.12 FS 272.$3 FS 27 .18 FS 273.16 I 273 \ ; �t 1 NOTES: GUTTER - - - - - FS 272.46 t \ �\ �\� f' 1. ALL SIDEWALK CONCRETE SHALL BE 560-C-3250 AND HARVEST GOLD COLOR TO MATCH EXISTING SIDEWALKS. FS 274.48 ' FS 272.58 FS 275.12 2. ALL GUTTER CONCRETE SHALL BE 560-C-3250 AND STANDARD GREY COLOR TO MATCH EXISTING GUTTER. FS 274.30 FS 274.21 /' FS 27 .1�3 FS 2,3.04 FS 272.94 \ FS 272.33 FS 2 2.29 F 274.78 S \ \ \ 3. ALL SIDEWALKS SHALL BE A MINIMUM THICKNESS OF 8". --� ! FS ;27 .98 A I \ \ \ FS 2720� \ 4. SPECIFIC CONSTRUCTION DETAILS SHALL BE PER CURRENT EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS FS 275.15 FS 274.82 FS 272.7 ��i FS 271.99 FS 2�2.04 `� �, CONSTRUCTION MANUAL. FS 27386 :FS` 272.24 i FS 272.60 FS 271.44 F 2 1. `vv � SOUTH DRIVEWAY DEATIL �` 30' FS 212.21 �- 25 ,; N S 274.1 ;' FS 27315 FS 272.84 f \ �' \`,� OBSERVATION WELL FS 272.33 I ;'� 4 PERFORATED PVC ` FS 3.22 - PIPE WITH REMOVABLE CAP f 27,3 r \ - FS 27 .55 FS 274.47 / FS 27 .48 FS 2+3.40 FS 273.19 FS 272.67 FS 2T2.64 - 1 FS 272. I / / -� " FS 273.52 t - 6 _ ; / `� DECOMPRESSED GRANITE -) t LENGTH PER PLAN FS 274.85 FS 274.37 )�' -I = FS 274.07 \ j FS 271 76 I -� I TRENCH LINED WITH NON-WOVEN I - ^I i� I i GEO TEXT1LE MEMBRANE i �43 C, �4 - 1 2' FS 272.16� I `� # I j �! - CLEAN 1 TO a a4 FS 273.73 / ` FS 3.08 i t I`, f 3 INCH GRAVEL I II Q / ------i�----_-v 4 , i f 1-, -_- FOOTPLATE =� -i � � Scale: NT5 BENCHMARK: C.O.R.S. COTD ENGINEER CITY ENGINEERS SEAL ` a" Vwmt CITY OF PALM DESERT PLAN CHECKED BY: C� OF PALM DE� ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE QRpFESS/p DEPARTMENT OF PUBUC WORKS �•-,T,��•,,t 3 'T DH • COTD IS A CONTINUOUS GPS CGPS SITE LOCATED AT �F� F W CS DEPARTMENT APPROVED BY- �T LOCATION. ( > PRECISE GRADING PLAN o THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A ��" �� DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) AARON ULP CIVIL cD 73-510 FRED WARKNG DRIVE, PALM DESERT, CA 92260 � DESERT WILLOW �� 8 BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. � N 115 T: (760) 346-0611 F: (760) 341-7098 YOU DIG YOU DIG 12/ 1 * � `J - Q PREPARED UNDER THE DIRECT SUPERVISION OF: DATE: TRAFFIC OVERFLOW PARKING LOT �,. Fx.� ,,,�,,,� BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 ~ TOLL FREE 1-800-227-2600 BO CHEN A PUBLIC SERVICE BY F OF CAl-\F��' `'� DATE: 7 CITY ENGINEER PROJECT 614-09 - UNDERGROUND SERVICE ALERT AARON S KULP, RCE 75175 EXP. 12/ 1/11 R.C.E. 64819, EXP. 6/30/2011 LANDSCAPE -- TYPE FIXTURE MANUFACTURE WATTAGE/LAMP TYPE LIGHTING FIXTURE DESCRIPTION `- _-` - KIM LIGHTING NEOSPHERE (1) 150W HPS SINGLEE FIXTURE ON A 18' POLE -- o 1 #1 SB/NS1 H4/150HPS277/BL-P WITH TYPE III DISTRIBUTION N O KIM LIGHTING BOLLARD (1) 70W HPS SINGLE FIXTURE _ GEM1/70HPS277/BL PERFORMANCE BOLLARD 0 30' 60' j NOTE: (3) - CONDUITS, (2) 2" CONDUITS AND (1) 3" CONDUIT, SHALL BE INSTALLED AND ROUTED FROM THE POLE BOX INSTALLED AT EACH v - LIGHT TO CONNECT ALL LIGHTS. - =_ (1) OF THE THE 2" CONDUITS SHALL HAVE (3) #10 AWG CABLE AND THE REMAINING (2) SHALL HAVE MULE TAPE INSTALLED. REFER TO THE FIXTURE SCHEDULE FOR NOTE: PROVIDE GROUT AROUND BASE POLE AND FIXTURE SPECIFICATION PLATE AND THE FOUNDATION AS MAXIMUM POLE HEIGHT 18'0" REQUIRED zHANDHOLE COVER WITH GROUND LUG n BOND GND. TO POLE LUG, TYP. ----�% � - CONDUIT WITH BUSHED ENDS INSTALL PULLBOX IN LANDSCAPE AREA —BASE COVER r BEHIND SIDEWALK 2" CHAMFER _ a `�\`•,\ �' 24" 4 ANCHOR BOLTS FURNISHED BY THE LIGHTING MANUFACTURE FINISHED GRADE - � 24„-III-III-III - CONTRACTO L RUN CONDUITS AS PER PLAN 1 \ / z", THROUGH THE EXISTI ANDSCAPING AND DIRECTIONAL a = 1 / BORE ACROSS EXISTING D WAY AND SIDEWALKS TO = A PULLBOX AS INDICATED. . •: 3/4" PVC CONDUIT MIN- I n 1 / 60 a v \ / / CONTRACTOR. PROVIDE 5CONCRETE BASE BY CTRICAL VERTICAL REBARS AND- #3 DIES AT 8"O.C. 3" FROM THE TOP, BOTTOM AND SIDES OF BASE. I ` 30" MIN. 1 / J POLE BASE DETAIL - PARKING LOT SCALE: 2 5 N.T.S. I I 2 \ 1 1 I \ 1 Z I I I /I BENCHMARK: C.O.R.S. COTD ENGINEER CITY �f'� O ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE ENGINEERS SEAL �/ L/� CITY OF PALM DESERT PLAN CHECKED BY: QRpFESS/p "�' DEPARTMENT OF PUBUC WORKS CITY 01= PALM DESERT D A CONTINUOUS GPS CGPS SITE LOCATED APPROVED1�1 r�� SHMT 4 o LOCATION: COTD IS CO S ( ) ATED AT ��F, �. N/�s � BY: THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A y� DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) AARON KU 73-510 RED WARING DRIVE PALM DESERT, CA 92260 CIVIL SITE LIGHTING PLAN W NO' * T. (760) 346-0611 F. (760) 341-7098 J _ DESERT WILLOW OF SHEEM 8 BEFORE � DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. YOU DIG YOU DIG 2 31/11 Z�` TRAFFIC BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 Q PREPARED UNDER THE DIRECT SUPERVISION OF: DATE: OVERFLOW PARKING L TOLL FREE 1-800-227-2600 p 1 V A PUBLIC SERVICE BY qTE OF L�F � � DATE: � � CITY ENGINEER T CITY FILE NUAABER UNDERGROUND SERVICE ALERT CA AARON S KULP, RCE 75175 . 12 1/11 R.C.E. 64819, EXP. 6/30/2011 LANDSCAPE - PROJECT V 14-� 0 _ Horizontal Control Table Horizontal Control Table Horizontal Control Table Horizontal Control Table J ` Line Lengt Bearing Line Lengt Bearing Line Lengt Bearing Line Leng Bearing N % \ L1 4.23 N45' 36' 00.68'W L21 4.24 N1' 24' 53.28"E L43 15.16 S46' 24' S3.28'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 i 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' ZV 53.28"W L46 4.24 S88' 35' 06.72'E L66 4.11 S46' 29' 41.83'E L7 L5 4.24 S88' 35' 06.72"E L25 68.83 S46' 24' 53.28"W L47 2.63 S43' 35' 06.72'E L67 42-50 SO' 1T 27.98'W \` L6 15.00 S43' 35' 06.72"E L26 18.00 N43' 35' 06.72"W L4800 5.63 S23' 21' 17.64'E L68 13.91 NO' 07' 53.13'W L7 135.00 N46' 24' 53.28"E L27 219.17 S46' 24' 53.28"W L49 0.63 S3' 0T 28.56' 1 • E L 01 4.37 S43' 30' 18.17'W L10 �O �S L4 �-� 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 L10 6.52 S86' 43' 08.3TW L9 4.24 N1' 24' 53.28"E L29 4.24 Si' 24' 53.28'W L51 15.00 S86' 52' 33.36'W L103 4.24 N48' 16' 51.63'W L10 15.00 N46' 24' 53.28"E L30 18.49 S46' 24' 53.28"W L52 18.00 S3' 07' 28.56'E L104 14.98 N3' 16' 51.63'W i L65 L64 i 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' 08.3TW L235 L241 L12 15.00 S46' 24' 53.28"W L32 15.00 N46' 24' 53.28'E L54 4.24 S48' 0T 28.56'E L106 15.00 S3' 16' S1.63'E A L101 J L13 4.24 N88' 35' 06.72 W L33 4.24 S88. 35' 06.72AE L55 0.95 S3' 0T 28.56'E L107 4.24 S41' 4T 24pg'1ly L14 8.55 N43' 35' 06.72'W L34 9.20 S43 35' 06.72E L56 4.25 S41' 47' 49.90'W L108 0.50 Sal6' 51' 39.M- W A L15 4.24 N1' 24' 53.28E L35 3.72 S8' 06' 53.28"W L57 45.45 S86' 43' 08.37'W L109 4.24 N4S' 07' 54.37W Ov J J J �OtK --^1 L16 15.00 N46' 24' 53.28"E L36 46.25 S59' 48' 53.28"W L58 32.52 N62' 10' 40.20'E L110 31.74 N3' 0T 28.56'w Cli \ 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 N3is' 02' 4236'E L238 I J �6 ��., , N C14d <� L18 15.00 S46' 24 53.28"W L40 4.46 S88' 36' 13.31"E L60 4.24 S48' 16' 51.63'E L112 0.22 N73' 12' 53.28'E J L248 J �sr 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. 4 `\'\ 2 S81' 4T 06.�2-E 1 L20 1.85 N43' 35' 06.72"W L42 4.13 SO' 0T 31.17"E L62 147.00 N86' 43' 08.37'E L114 15.00 g}g' 06.72'E mot- N �. Q ��� Horizontal Control Table Horizontal Control Table Horizontal Control Table Horizontal Control T able L251 L245 C727 \ Line Lengt Bearing Line Lengt Bearing Line Leng Bearing Line Len Bearing �_ 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' 53.2erW J C� L116 15.00 N16' 47' 06.72'W L136 5.11 N75' 11' 06.72"W L156 4.24 S88. 35' 06.72'E 17 OS L221 L 6 4.24 N88' 35' 06.72'W L215 v / / L117 3.62 N28' 12' 53.28'E L137 39.39 N43' 35' 06.72"W L157 15.00 S43' 35' 06.72'E L177 15.0* N43' 35' 06.72'W L118 L117 477 �� 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 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 " L120 3.14 S14' 48' 53.28 W L140 4.24 S88' 35' 06.72"E L160 4.24 N1' 24' S3.28'E L180 4.24 S1' 24' 53.28'W L109 �Sg / 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 r 18 N \ ,�O�O / L122 20.17 S43' 35 06.72E L142 72.00 N46' 24' 53.28"E L162 4.24 S88' 35' 06.72'E L182 4.24 N88' 35' 06.72'W J L228 J I �N O / L55 �S-/ 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' .7 06 2 W N n 729 `' L54 56 / / L124 5.11 S75' 11' 06.72"E 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 J ^ v ; / L125 7.88 S43' 35' 06.72"E L145 3.55 N46' 24' 53.28"E L165 1.75 S46' 24' 53.28'W L785 3.00 N46' 24' 53.28'E �O C J ^ L113 / L53 �S %f /f 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' 06.72E .-v 7 . A ��6 ��� I 72 L111 L48 L49 r/ / 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 L231 L225 <� 50 C ���' /f L128 3.14 S14' 48' 53.28'W L148 3.72 S8' 06' 53.28"W L168 99.00 S46' 24' 53.28'W ; L188 90.00 N46' 24' 53.28'E S� L 151 J S> !r L129 7.59 S73' 12' 53.28"W L149 14.84 S59' 48' 53.28"W L169 15.00 S43- 35' 06.72'E I L189 15.00 N43' 35' 06.72'W L46 L130 4.24 N61' 47' 06.72"W L750 36.00 S43' 35' 06.72"E L170 4.24 S1' 24' 53.28'W L790 4.24 L195 L201 L135 L45 �� / Nt' 24' 53.28E � j96 �00 O 47 32 L134 %` �' L131 15.00 N16' 47' 06.72"W L151 14.84 N59' 48' 53.28"E L171 1.75 S46' 24' 53.28'W ! L191 3.00 N46' 24' 53.28'E 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' 06,7 I t� rn I � �^� ( /( L133 15.00 S16' 47' 06.72'E L153 24.30 S43' 35' 06.72"E L173 40.85 N43' 35' 06.72'W L193 40.85 S43' 35' 06.72'E rn ' J J J ji` L134 4.24 S28- 12' 53.28"W L154 4.24 N1' 24' 53.28"E L174 4.24 S1- 24' 53.28'W L194 4.24 S1' 24' 53.28'W I I L198 I Horizontal Control Table Horizontal Control Table Horizontal Control Table N O � -' L208 -�' 49 L142 J I � rn I r I I Line Lengt Bearing Line Lengt Bearing Line Lengt Bearing L12 O �_ r� N O L42 L195 3.00 S46' 24' S3.28'W L215 3.00 S46' 24' 53.28"W L235 3.00 S46' 24' 53.28'W L43 L196 4.24 N88' 35' 06.72"W L216 4.24 N88' 35' 06.72"W L236 J L16 4j O i 4.24 N88' 35' 06.72'W L197 15.00 N43' 35' 06.72"W L217 15.00 N43' 35' 06.72'W L237 15.00 N43' 35' 06.72'W ,`� ��� L146 L145 L144 L140 �Q L39 II �� L138 0 , L198 90.00 S46' 24' S3.28'W L218 90.00 S46' 24' 53.28"W L238 90.00 S46' 24' 53.28'W L211 - - - - L205 - I - - - -L139 L199 15.00 S43' 35' 06.72"E L219 15.00 S43' 35' 06.72"E L239 15.00 S43' 35' 7 '_ 06 2 E J L200 4.24 S7' 24' 53.28"W L220 4.24 S1' 24' 53.28'W L240 4.24 S1' 24' 53.28'W L175 L181 L155 ` \` L161 L201 3.00 S46' 24' 53.28'W L221 3.00 S46' 24' 53.28'W L241 3.00 S46' 24' 53.28'W L18 `9 L201 \��� 6' �\�O �� I �'��� `7s6+ ���OO `,6� \,� \ \� L202 4.24 N88' 35' 06.72"W L222 4.24 N88' 35' 06.72'W L242 4.24 N88' 35' 06.72"W L22 ��� I \ \ L203 40.85 N43' 35' 06.72'W L223 40.85 N43' 35' 06.72"W L243 40.85 N43' 35' 06.72'W r L L204 4.24 N1' 24' 53.28"E L224 4.24 N1' 24' 53.28"E L244 4.24 N1' 24' 53.28'E J J J J L158 L205 3.00 N46' 24' 53.28"E L225 3.00 N46' 24' 53.28'E L245 3.00 N46' 24' 53.28'E rn L178 00 �� L36 L206 4.24 S88' 35' 06.72'E L226 4.24 S88' 35' 06.72"E L246 4.24 S88' 35' 06.72'E J L188 I 71 J 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 I � L168 L208 90.00 N46' 24' 53.28"E L228 90.00 N46' 24' 53.28"E L248 90.00 N46' 24' 53.28"E _ L209 15.00 N43' 35' 06.72"W L229 15.00 N43' 35' 06.72"W L249 15.00 N43' 35' 06.72'W ao co � i � J J J J /J i/�• L210 4.24 N1' 24' 53.28AE L230 4.24 N1' 24' 53.28"E L250 4.24 N1' 4'2 53.28 E `�9� v�00 � I ��j� ���0 �166 �,�co�` L211 3.00 N46' 24' 53.28"E L231 3.00 N46' 24' 53.28"E L251 3.00 N46' 24' 53.28'E I J 't L212 4.24 S88' 35' 06.72'E L232 4.24 S88' 35' 06.72"E L252 4.24 S88' 35' 06.72'E L191 - - - - L185 - - L171 - - - - L165 - L213 40.85 S43' 35' 06.72"E L233 40.85 S43' 35' 06.72"E L253 40.85 S43' 'I 35 06.72 E L214 4.24 S1' ZV 53.28"W L234 4.24 S1' 24' 53.28"W 11 I' I L24 L25 °� L30 f oo i I� I L27 � \ i O BENCHMARK: C.O.R.S. COTD ENGINEER Cm' ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY�� ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE 'P 4� L�� D �I QROFESS/p DEPARTMENT OF PUBUC WORKS T CITY OF PALM DESERT 0 THE ACOLLEGE OF THE DESETION: COTI) IS A RT INSPAW GPS DESERT, CA SA SITE D AT ���Fa ���� PUS s [�PAR7ME-hT APPROVED BY: �� '�\ 8f'CET 5 DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) �' AARO KU z CIVIL HORIZONTAL CONTROL PLAN BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. m 73-510 FRED WARING DRIVE, PALM DESERT, CA 92260 YOU DIG , YOU DIG 12/31/11 * T. (760) 346-0611 F. (760) 341-7098 _ DESERT WILLOW OF 8 BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 PREPARED UNDER THE DIRECT SUPERVISION OF: ` ® TRAFn - �Ts TOLL FREE 1-800-227-2600 DATE: A PUBLIC SERVICE BY OVERFLOW PARKING LOT qTF OF DATE:DATE: � � CITY ENGINEER � CITY FILE NUMBER UNDERGROUND SERVICE ALERT AARON S KULP, RCE 75175 EXP. 12 31/11 R.C.E. 64819, EXP. 6/30/2011 LANDSCAPE - PROJECT 614-09 r i' Y` TING X TO REMAIN NOT LANDSCAPE NOTES ROCK LEGEND EXISTING S � J r , l i V \ -�- - - _-• ��'- - SYMBOL SIZE QUANTITY COMMENTS r R CO RU N REMOVE AND RELOCATE PALM TREE BOULDERS TO PROVIDED BY CITY EXISTING SPLIT RAIL FENCE TO BE RELOCATED 2' — 5' 32 B BE PROVID T \ PER CIVIL PLANS (SEE PLANS FOR SIZE AND LOCATION) ❑ NO DECOMPOSED GRANITE ALONG OUTSIDE PERIMETER OF FENCE P v ■ p V -- N 4 ALL TREES TO BE PLANTED IN NATIVE SOIL �. \ ALONG OUTSIDE PERIMETER _............._,_. .___-.._________ ------------ ___. ._- --... ..--..-.._..........-.....-.-... ....-.........-....-.-......- _ -.-.-...-.._....-.-. �- PLANTING LEGEND \ / SYMBOL BOTANICAL NAME CO MMON NAME SIZE WIDTH QUANTITY P V 2 REMOVE GOSSYPIUM HARKNESSII SAN MARCOS HIBISCUS 5 GAL. 5'-0" 4 0 20' 40' ACACIA ANEURA ACACIA MULGA 24 BOX 25 -0 8 \ -- ---------- PITHECELLOBIUM FLEXICAULE TEXAS EBONY 24" BOX 20'-0" 10 15 GAL. \ \ CEREUS HILDMANNIANUS HILDMANN'S CEREUS W/5 10'-0" 3 SPEARS I • AGAVE DESMETTIANA AGAVE 5 GAL. 4'-0" 3 5' 5' \ • \ ` ACACIA STENOPHYLLA SHOESTRING ACACIA 24" BOX 20'-0" 27 �:. 4 2, \ ;, PV PARKINSONIA FLORIDA BLUE PALO VERDE 24" BOX 30'-0" 9 3' OLNEYA TESOTA IRONWOOD 24" BOX 10'-0" 5 \ \ WASHINGTONIA FILIFERA CALIFORNIA FAN PALM VARIES 2 I DALBERGIA SISSOU ARIZONA ROSEWOOD 24" BOX 25'-0" 9 CALIFORNIA PALMS TO BE PROVIDED BY CITY 2 � , 2' / 3 • 3' 4' / / l~` HEIGHT 20' / 1 • 4' / 4 - j r CC77 EXISTING TO REMAIN �• NOT A PART OF 2' CONSTRUCTION DO NOT OVER TIGHTEN CINCH TIES, 3' 5 ALLOW TREE TO MOVE 31 1 21/2 LODGE POLE PINE 4' 3' TREE STAKE (2 EACH) CINCH TIES MINIMUM 12" AWAY FROM EDGE OF ROOTBALL ffi - 1 SET TOP OF ROOT CROWN AT FINAL GRADE 4 DEPRESSED WATERING BASIN INAL GRADE .. ..> `-;. —111111=IIIIiIIIII 111111=IIIIII— IIIIII— I III—IIIIII \' IIIIII IIII � IIIIII IIII =1 =1 = - NATIVE UNDISTURBED SOIL NOTES : 3 2X ROOTBALL \`Y FOR PLANT PIT SIZE REFER 2 5, 5. 3' I 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 ' I Z (J.- FORM 3" BERM TO CREATE TEMPORARY WATERING Q �_•" el BASIN (USE WITH BUBBLER IRRIGATION ONLY) 2 4 I �V Pv MARCH 2O08 NONE N TA TREE INSTALLATION.... .. .... , LE ON PL 0. Signature on File T DRAWING N O P V ■ \ / ■ ■ '` 4 , �� LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 001 V 4 P V ■ V V V BENCHMARK: C.O.R.S. COTD ENGINEER CITY Q� �C�a L/Ei� CITY OF PALM DESERT PLAN CHECKED BY: CITY 1 OF PALM DESERT ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE V RTMENT Oef T O D • COTD IS A CONTINUOUS GPS CGPS) SITE LOCATED AT PUBLIC WORKS DEPARTMIEM AP D BY: �� BtEfP LOCATION. 131 SC o THE COLLEGE OF THE DESERT IN PALM DESERT, Ca IT IS A � LANDSCAPING PLAN TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) 73-510 FRED WARING DRIVE, PALM DESERT. CA 92260 TR CIVIL I OF DIAL S DESERT WILLOW 8 BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. T. (760) 346-0611 F: (760 N _YOU DIG YOU DIG - � L N BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4-15 PREPARED UNDER D E VISIO DATE: TRAFFIC OVERFLOW PARKING LOT CITY FILE NUMBER TOLL FREE 1-800-227-2600 MARK GREENWOOD A PUBLIC SERVICE BY DATE: PUBLIC WORKS DIRECTOR PROJECT V 1�y4-M -� UNDERGROUND SERVICE ALERT SPENCER KNIGHT, LANDSCAPE MANAGER R.C.E. 57989, EXP. 6/30/2010 LANDSCAPE m t : IRRIGATION LEGEND O NEW LEIT 4000 - 4 STATION CONTROLLER ................................ : U OF CONTROLLER INSIDE VIEW NIBCO BRASS FULL PORT BALL VALVE TR AMBIENT LIGHT POWERED SIZE TO MATCH LINE SIZE IRRIGATION CONTROLLER 1„ \ 1" AMIAD FILTER \ PROG. KEY 1„ PB MODEL K - - - N 100 GB NP HAN VALVE WITH # LEIT KEY LATCHING SOLENOIDS WITH 14 GAUGE, 2 �' \ CONDUCTOR DIRECT BURIAL WIRE VALVEBOXE S SHALL BE PURPLE RECTANGULARTERMINALSTRIP } - JUMB BOX P TREEIRRIGATION 42 _ 12 9 3 2 GPH XERIBUG EMMITTER -ft STEEL OR 14 . WIRE \ 2 - 6 GPH XPCN NOZZLE/SPRAYS MODEL HMO COIXt(ONGING N 96 PH FINAL •2 GPH L GRAD - 2 GPH NOTE: PRIOR TO VALVE INSTALLATION, .s GP92 H GPH • \ CONTACT GOLF COURSE I II sm SUPERINTENDENT TO LOCATE ............ 1„ OFF SHUT PLANT IRRIGATION POINT OF CO 1 - 2 GPH XERIBUG ON POLYFLEX RISER • DIRECT BURIAL CONTROL WIRES 12= . ,� TO CONTROL VALVES PIPING MAINLINE - CLASS 315 PURPLE PIPE LATERAL - CLASS 200 PURPLE PIPE l O i" � NOTES : POUR A 1-1/2 CU. FT. CONCRETE BASE PAD PER CITY STANDARD - - 2800 OR MANUFACTURER'S RECOMMENDATION EXISTING IRRIGATION / TO BE RELOCATED WITHIN NEW SLEEVES / LL LIGHT IRRIGATION CONTROLLER - ... DATE: MARCH 2O08 A SCALE: NONE .: :....... STD DRAWING NO. 1 Signature on File LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 0 3 PLAN 10" MIN . VALVE BOX ��f I B V nx:X. FIN GRADE. I " I AL II H 40 COUPLING COMMON BRICK (2 REQUIRED). SC EXISTING IRRIGATION BALL VALVE "I TO BE RELOCATED \ \ \ WITHIN NEW SLEEVES \\ SCH. 40 PVC 45' ELL. : a °8�°°• SCH. 80 NIPPLE TOE°'°° o \\ o 8• 3/4" CRUSHED AGGREGATE PVC MAIN LINE PIPE. REG A � SECTION : NOTES : VALVE BOX WITH TAN BOLT DOWN COVER -(GREEN IF IN TURF) / HEAT BRAND "BV" ON VALVE BOX COVER IN 2" HIGH LETTERS. BRASS BODIED BALL VALVE FULL-PORT Z SCH. 40 PVC PIPE EXTENSION, DIA. TO ALLOW I I FOR MOVEMENT OF HANDLE ON VALVE LENGTH AS REQUIRED. U SCH. 80 NIPPLE TOE W/SS PVC COUPLING Z MARCH 2O08 N N U DATE: B A VALVE A S S E V B Y DETAIL SCALE: 0 E SM DRAWING NO. ...... cr ... 015 Signature on File . � LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT O BENCHMARK: C.O.R.S. COTD ENGINEER REVISIONS CITY L CITY OF PALM DESERT PLAN CHECKED BY: C� OF PALM M�7E ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE APPR. DATE - V RTMENT OF PUB .-1' 7 O DR • COTD IS A CONTINUOUS GPS CGPS SITE LOCATED AT PUBLIIC WORKS DEPAR MENT ' AP D BY: 41, � ��� �T Z LOCATION. ( ) B IRRIGATION PLAN o THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A u C,/ TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) 73-510 FRED WARKNG DRIVE, PALM DESERT. CIVIL OF DIAL CA s22so STDESERT WILLOW 8 BEF ORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. T. (760) 346-0611 F: (760 N YOU DIG �N YOU DIG — � BASIS OF BEARINGS: TRACT MAP NO. 28450, BK. 264, PGS. 4 15 PREPARED UNDER DI VISIO DATE: TRAFFIC OVERFLOW PARKING LOT CITY FILE NUMBER TOLL FREE 1-800-227-2600 � MARK GREENWOOD A PUBLIC SERVICE BY DATE: PUBLIC WORKS DIRECTOR PROJECT V 14 M 0 -• UNDERGROUND SERVICE ALERT SPENCER KNIGHT, LANDSCAPE MANAGER R.C.E. 57989, EXP. 6/30/2010 LANDSCAPE m PLANT PALM SO THAT AXIS IS PLUMB FINISH GRADE _ I N _ 2„ ,liq IIIIII � e CURB � I I'-- � IIIII=IIIIII= �. 24" MIN. II IIIIII=IIIIII— ALL CAVITIES AND VOIDS TREE OR PALM TRUNK ARE TO BE BURIED SET AT EDGE OF ROOT BALL DEPRESSED WATERING BASIN SLOPED GRADE SET TO TOP OF ROOT CROWN AT FINAL GRADE FINAL GRAD RAINBIRD 1400 SERIES FINISH GRADE o 3„ OR APPROVED EQUAL IIIIII=IIIIII IIIIII = IIIIII=_IIIIII= 2" X IIIIII- -_ TREE OR PALM ROOT BALL IIIIII IIIIII IIIII'=IIIIII=11111- IIIIII IIIIII =IIIIII=IIIIII— = NATIVE UNDISTURBED SOIL FINISH GRADE NATIVE UNDISTURBED SOIL IIIIII= = Mill 2X ROOTBALL FINISH GRADE =I =IIIII- IIIII-IIIIII=IIIIII-1 — ALL CAVITIES AND VOIDS PVC RISER SCH. 80I I ( I I IIIIII — LEVEL G RAD E ARE TO BE BURIED =IIIIII=IIIII B - IIIIII BIIIIII=IIIIII I I � , , IIIIII= IIIIII = IIIIII= NOTES : IIIIII-- — III I I I B I I ( PVC LATERAL PER PLAN = 1 _ _- -IIIIII 1 I III IIIII_ II II III I NOTES : 1211XI ROIOITIBALILIII NATIVE UNDISTURBED SOIL NOTES :PLANT SHRUBS MINIMUM OF 3' FROM MARLEX 90 DEG. STREET ELL. JOINT CURB IN MEDIANS, 3' FROM CURB/SIDEWALKS IIIIII IIIIII IN PARKWAYS OR AS NOTED ON PLANS TAMP & WATER—SETTLE Do ALL MEDIAN BOULDERS TO BE BURIED WHILE PLANTING A MINIMUM 1/3 NOT TO EXCEED 12" APPLY 1" THICK LAYER OF FROM TOP OF CURB NOTES : DECOMPOSED GRANITE TOP OF ROOT BALL SET BUBBLER MINIMUM 12" AWAY ON TOP OF ROOT BALL NOT TO BE LOWER THAN FINISH GRADE ALL BOULDERS TO BE A MINIMUM 24" FROM CURB/HARDSCAPE UNLESS NOTED ON PLAN FROM ROOT BALL FORM 3" BERM TO CREATE TEMPORARY WATERING APPLY 1 THICK LAYER OF SET PALM/TREE ON NATIVE UNDISTURBED SOIL BASIN (USE WITH BUBBLER IRRIGATION ONLY) DECOMPOSED GRANITE BOULDERS IN CLUSTERS TO BE SET AT 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 N STA L LAT I O N SCALE: NONE DATE: MARCH 2O08 M . PAL /TREE IRRIGATION DETAIL �. NONE PLT DRAWING N0. PLT DRAWING N0. Signature on File Signature on File PLT DRAWING NO. 9 Signature on File LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 002 LANDSCAPE DIVISION CITY OF PALM DESERT 003 g 005 Signature on File LANDSCAPE MGR. LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESEW 010 DRIP ZONE FLUSH VALVE � EMITTER PLAN \ FINAL GRADE nn� 2'-4' FINAL GRADE OQ DRIP LATERAL 1 —2 PVC CLASS 315 PIPIE Ili i NON PRESSURIZED LATERAL LINE ( ( FINIAL GRADE 9"-12" COIL WIRE PER SPECIFICATIONS I I RISER 0 BOUNDAI NATIVE UNDISTURBED SOIL WATER PRO i FIWI i FCONNECTOR —ID TAG I I 9"-12" DRIP VARVEF�ONE „ „ 59 18 —24 PRESSURIZE MAIN LINE 14g. SINGLE STRAND CONTROL WIRE — PVC PIPE RISER ADAPTER ` (DEPTH PER DETAIL). PVC FITTING • ' • ' 2" OF CLEAN BACKFILL • • . . FILTER 125 PSI. . ' ONTROL WIRE ° • o . •• °•' o., •' °.'o�'• o,b'° °.• SCH. 40 PVC PIPIE ° " NOTES: ° .. •' � o • . . o ° • ELECTR VE ASSEMBLY ° ~ • °'° ° ° ° 4 • o• ° 3/4" CRUSHED AGGREGATE e (DETAIL I TO BOENUSED AS L AN EXAMPLES 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 AK NO. ON LID IN 2" HIGH CHARACTERS Z zj SEE 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 PER SPECIFICATIONS) SHRUB EMITTER DETAIL (TYPICAL) 18" FOR PIPE SIZES 2 1/2" AND SMALLER FILTER MUST WITHSTAND 125 PSI Z 24" FOR PIPE SIZES 3" AND LARGER IF A SPECIFIC MANUFACTURER'S ASSEMBLY Q PROVIDE MINIMUM 2" DEPTH OF CLEAN BACKFILL UNDER IRRIGATION PIPES IS SPECIFIED, FOLLOW THAT MANUFACTURER'S SPECIFICATIONS I (2) BRICKS FOR SUPPORT U NO ELECTRICAL CONDUIT TO BE PLACED IN IRRIGATION TRENCH BACKBONE LATERAL PVC CLASS 200 PIPE ' Z DATE: MARCH 2O08 TRENCHING DETAIL SCALE: NONE DATE: MARCH 2O08 ELEC . CONTROL VALVE DRIP SCALE: NONE DATE: MARCH 2O08 STD DRAWING N0. STD DRAWING N0. NONE MA U DRIP EMITTER D ETA I L SCALE. DATE. MARCH 2O08 DRIP ZONE DETAIL SCALE: NONE Signature on File Signature on File Signature on File STD DRAWING NO. Oilg 025 Signature on File STD DRAWING N0. LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT 018 LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT LANDSCAPE MGR. LANDSCAPE DIVISION CITY OF PALM DESERT BENCHMARK: C.O.R.S. COTD ENGINEER CITY m ,.,,�,,�s CITY OF PALM DESERT 026 �� O ELEVATION: 200.334 FT DATUM: NAVD88 MARK BY DATE REVISIONS APPR. DATE `�//e �C'G L ej4m i RTY OF A PUB PLAN CHECKED BY., 7 CITY OF PALM DESERT ~ D �1 LOCATION: COTD IS A CONTINUOUS GPS (CGPS) SITE LOCATED AT PUBLPC WORKS DEPARTII�IVT'BI AP D BY: /�1 �"�� 8 o THE COLLEGE OF THE DESERT IN PALM DESERT, CA. IT IS A ION P SHEET Z DIAL TWO WORKING SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) _ fit.) CIVIL LANTING/IRRIGATION DETAILS73 510 FRED WARING DRIVE, PALM DESERT. CA 92260 I BEFORE DAYS BEFORE CONTINUOUS GPS (CGPS) MONUMENT. OF T: (760) 348-0611 F: 760YOU DIG ( NST _ DESERT W YOU DIG ILLOW SHEETS g BASIS OF BEARINGS: TRACT MAP N0. 28450, BK. 264, PGS. 4-15 PREPARED UNDER D E VISIO PATE: TRAFFIC OVERFLOW PARKING LOT TOLL FREE 1-800-227-2600 MARK GREENWOOD CITY FILE NUMBER A PUBLIC SERVICE BY DATE: PUBLIC WORKS DIRECTOR PROJECT V 14—� Q UNDERGROUND SERVICE ALERT SPENCER KNIGHT, LANDSCAPE MANAGER R.C.E. 57989. EXP. 6/30/2010 LANDSCAPE _ m