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Res 2025-004
Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED RESOLUTION NO. 2025-004 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, TO REPEAL AND REPLACE RESOLUTION NO. 2024-077 WHICH ADOPTED THE CITY OF PALM DESERT STANDARD DETAILS AND DESIGN GUIDELINES AND MAKING A FINDING OF EXEMPTION UNDER CEQA WHEREAS, the City of Palm Desert City Council adopted Ordinance 125 in 1976 to help the development community install roadway improvements that were consistent within its City boundaries; and WHEREAS, the City Council of the City of Palm Desert, California adopted Resolution 2024-077 on October 10, 2024, adopting the City of Palm Desert Standard Details and Design Guidelines; and WHEREAS, upon further review, inconsistencies in some of the standard details have been identified that required clarification for accurate implementation; and WHEREAS, the standards are not intended to be all inclusive and shall be used as a design guide, thereby allowing exceptions to these standards to be considered by the City Engineer on a case by case basis when deemed appropriate for a specific application; and WHEREAS, City staff will update this manual periodically as needed subject to review by the Engineering, Development Services, and Public Works Departments to ensure standards and guidelines remain current with industry standards, address best practices, and consider improvements recommended by the development community and other stakeholders; and WHEREAS, the City Council of the City of Palm Desert, California, did on its regular meeting of February 13, 2025, consider the request by the City Engineer of the City of Palm Desert to recommend approval of updated City of Palm Desert Standard Details and Design Guidelines; and WHEREAS, The City, in its capacity as the Lead Agency for this project, finds that the project is exempt from CEQA since the proposed Standard Guidelines do not alter the physical environment and qualify for a CEQA exemption under Guidelines Section 15061(b)(3) since there is no substantial evidence that there is any possibility that the approval of these Standards will have a significant effect on the environment. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Palm Desert, California, as follows: SECTION 1. Recitals. The City Council finds and determines that the recitals set forth above are true and correct, that the recitals are incorporated herein by this reference, and that the recitals constitute the City of Palm Desert City Council's findings for recommending approval of the revised City of Palm Desert Standard Details and Design Guidelines. Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED Resolution No. 2025-004 Page 2 SECTION 2. Findings. The City Council finds that the facts and reasons, which are outlined in the staff report, sufficient to recommend approval of said request. SECTION 3. CEQA. The City, in its capacity as the Lead Agency for this project, finds that the revised project is exempt from CEQA since the proposed Standard Guidelines do not alter the physical environment and qualify for a CEQA exemption under Guidelines Section 15061(b)(3) since there is no substantial evidence that there is any possibility that the approval of these Standards will have a significant effect on the environment. SECTION 4. Recommendation. The City Council adopt the revised City of Palm Desert Standard Details and Design Guidelines, attached hereto as Exhibit A. and incorporated herein by reference and repeal Resolution Number 2024-077. ADOPTED ON FEBRUARY 13, 2025 - Signed by: LF)C.'37F)Or)?O('('44D4 JAN C. HARNIK MAYOR ATTEST: Signed by: QVUll,otiul �. 4�LLc is ANTHONY J. MEJIA CITY CLERK I, Anthony J. Mejia, City Clerk of the City of Palm Desert, hereby certify that Resolution No. 2025-004 is a full, true, and correct copy, and was duly adopted at a regular meeting of the City Council of the City of Palm Desert on February 13, 2025, by the following vote: AYES: NESTANDE, PRADETTO, QUINTANILLA, AND TRUBEE NOES: NONE ABSENT: HARNIK ABSTAIN: NONE RECUSED: NONE IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Palm Desert, California, on 2/18/2025 Signed by: anFzo1o7) flA27 ANTHONY J. MEJIA CITY CLERK Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1FD55A13A8ED Resolution No. 2025-004 Page 3 EXHIBIT A City of Palm Desert Standard Details and Design Guidelines See following pages Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED CITY OF PALM DESERT STANDARD DETAILS AND DESIGN GUIDELINES INDEX - PAGE 1 OF 2 GENERAL DRAINAGE 100 ACRONYMS AND ABBREVIATIONS 500 UNDER SIDEWALK DRAIN 101 DRAFTING STANDARDS AND TOPOGRAPHY 501 UNDER SIDEWALK DRAIN (CAST IN PLACE) SYMBOLS 502 CURB DRAIN CASE A & B 503 CURB SUPPORT DETAIL STREET STANDARDS 504 GUTTER DEPRESSION FOR CURB OPENING CATCH BASINS Per General Plan or Specific Plan 505 MANHOLE FRAME AND COVER (LOCAL & COLLECTOR STREETS) 506 MANHOLE FRAME AND COVER (ARTERIAL & SECONDARY STREETS) 507 STANDARD DRYWELL DETAIL 508 VALVE OPERATOR WELL INSTALLATION SIDEWALKS. DRIVEWAYS 600 TYPICAL MEDIAN CONSTRUCTION 601 RESTRICTED LEFT -TURN MEDIAN OPENING S 602 MEDIAN TAPER 603 MEDIAN FLARE 300 SIDEWALK MONUMENTS 301 MEANDERING SIDEWALK 302 DG MULTIPURPOSE TRAIL 700 TYPE A, B, & C MONUMENTS 303 RESIDENTIAL DRIVEWAY APPROACH (FOR 701 TYPE "B" MONUMENT RIGHT-OF-WAY WIDTH BEHIND CURB OF 10' OR MORE) 702 TIE -OUT STANDARDS 304 RESIDENTIAL DRIVEWAY APPROACH (FOR 703 STREET CENTERLINE MONUMENT CONFINED RIGHT-OF-WAY) 305 COMMERCIAL DRIVEWAY GEOMETRICS 306 SINGLE CURB RAMP 307 DUAL CURB RAMP 800 CUL-DE-SAC (SYMMETRICAL) 801 CUL-DE-SAC (ASYMMETRICAL) CURB & GU7ER 802 KNUCKLE 803 UTILITY TRENCH PAVEMENT REPLACEMENT 400 CURB ONLY 401 WEDGE CURB TRAFFIC 402 ASPHALT CONCRETE BERM 403 CURB AND GUTTER 900 TRAFFIC LOOP DETECTOR 404 CROSS GUTTER 901 TYPE P CONTROLLER ASSEMBLY DETAIL 405 VALLEY GUTTER 902 TYPE R CONTROLLER ASSEMBLY DETAIL 903 INTERCONNECT PULL BOX DETAILS Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED CITY OF PALM DESERT STANDARD DETAILS AND DESIGN GUIDELINES INDEX - PAGE 2 OF 2 TRAFFIC (CONTINUED) 904 FO -SIC ISOLATION DETAIL 1000 TREE INSTALLATION 905 IISNS MOUNTING DETAIL 1001 SHRUB INSTALLATION 906 INTERNALLY ILLUMINATED STREET NAME 1002 PALM TREE INSTALLATION SIGNS 1003 ESPALIER DETAIL 907 STREET NAME SIGNS 1004 BOULDER INSTALLATION 908 STREET NAME SIGN INSTALLATION 1005 MOUNDING DETAIL 909 TYPICAL SIGN POST 1006 GROUTED COBBLESTONE MEDIAN DETAIL 910 TYPICAL MEDIAN NOSE INSTALLATION 1007 PARKWAY LANDSCAPE MOUNDING 911 TYPICAL MEDIAN NOSE SIGN INSTALLATION 1008 MEDIAN LANDSCAPE MOUNDING (2 -FT NOSE) 1009 MEDIAN GRADING DETAIL 912 BICYCLE/GOLF CART LANE SIGNS AND 1010 BOULDER PLACEMENT (MEDIAN) PAVEMENT MARKINGS 1011 PALM/TREE IRRIGATION DETAIL 913 GOLF CART SYMBOL FOR SIGNAGE 1012 TRENCHING DETAIL 914 GOLF CART LANE SIGN 1013 CONTROLLER WITH ENCLOSURE 915 GOLF CART ROUTE SIGN 916 BICYCLE/GOLF CART LANE COMBINATION SIGN 1014 AMBIENT LIGHT IRRIGATION CONTROLLER 1015 MASTER VALVE ASSEMBLY DETAIL 917 GOLF CART PAVEMENT LEGEND 1016 BALL VALVE ASSEMBLY DETAIL 918 BICYCLE DETECTOR PAVEMENT MARKING 919 BICYCLE PAVEMENT MARKING 1017 END FLUSH VALVE DETAIL 920 BICYCLE/GOLF CART LANE CLOSURE 1018 QUICK COUPLING VALVE 1019 ELECTRIC CONTROL VALVE (DRIP) 1020 ELECTRIC CONTROL VALVE (TURF) 1021 TYPICAL ELECTRIC CONTROL VALVE 1022 TYPICAL XERIGATION CONTROL VALVE 1023 ROTOR HEAD DETAIL 1024 TURF SPRAY DETAIL 1025 BUBBLER/EMITTER DETAIL 1026 DRIP EMITTER DETAIL 1027 DRIP ZONE DETAIL 1028 TREE EMITTER Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED ABBREVIATION DEFINITION ABBREVIATION DEFINITION Ac. Acre HW Head Wall AASHTO American Association of State Highway HDM Highway Design Manual and Transportation Officials HP High Point ASTM American Society for Testing and Materials Hor. Horizontal Area Area H.G.L. Hydraulic Grade Line A.C. Asphalt Concrete I.B.M. Imported Base Material Ave. Avenue IISNS Internally Illuminated Street Name Sign Avg. Average Inv. Invert B.C.R. Beginning of Curb Return I.E. Invert Elevation B.C. Beginning of Curve LS Landscape B.V.C. Beginning of Vertical Curve Lat. Lateral B.M. Bench Mark Lt. Left Blvd. Boulevard L Length Calc. Calculated L.F. Linear Feet CA MUTCD California Manual on Uniform Traffic Control Devices LP Low Point C.I. Cast Iron L.C. Lowercase C.B. Catch Basin M.H. Manhole C.T.B. Cement Treated Base M.B. Map Book C Center Max. Maximum Centerline M.O.C. Middle of Curve C —C Center to Center M.O. Middle Ordinate Cir. Circle Min. Minimum C.O. Cleanout Mon Monument Conc. Concrete N.T.S. Not to Scale C.P. Concrete Pipe N. North Cons. Construct NE'ly Northeasterly Co. County or Company NW'Iy Northwesterly Cor. Corner No. Number C.M.P. Corrugated Metal Pipe O.C. On Center C.M.P.A. Corrugated Metal Pipe Arch Opp. Opposite cu. ft. Cubic Feet OG Original Ground C.Y. Cubic Yards PE Pad Elevation Cb. Curb P.V.C. Plastic Pipe (Polyvinyl Chloride) C&G Curb & Gutter P.C.C. Point of Compound Curvature or C.F. Curb Face Portland Cement Concrete C.R. Curb Return P.C.V.C. Point of Compound Vertical Curve D.G. Decomposed Granite P.C. Point of Curvature DLC Digital Loop Carrier P.I.G. Point of Intersecting Gutters Dr. Drive P.I. Point of Intersection Dwy Driveway P.R.C. Point of Reverse Curvature E. East P.R.V.C. Point of Reverse Vertical Curve E'ly Easterly P.T. Point of Tangency E.P. Edge of Existing Paving P.P. Power Pole Elev. Elevation P.B. Pull Box E.C.R. End of Curb Return It Property Line E.C. End of Curve Qty Quantity E.V.C. End of Vertical Curve R Radius E.O.R. Engineer of Record RPM Raised Pavement Marker Est. Estimate R.S. Record of Survey Exc. Excavation R.W. Hdr. Redwood Header Exist Existing R.E. Registered Engineer F.B. Field Book R.C.B. Reinforced Concrete Box F.G. Finished Grade R.C.P. Reinforced Concrete Pipe F.F.E. Finish Floor Elevation Rt. Right F.H. Fire Hydrant R/W Right of Way F.L. Flow Line Riv. Riverside Ft. Foot Rd. Road Fd. Found S.B. San Bernardino Guy Guy Wire of Pole SBB&M San Bernardino Base & Meridian GB Grade Break SS Sanitary Sewer N.T.S. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS I STD N0. ACRONYMS AND I 100 ABBREVIATIONS SHEET 1 OF 2 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED ABBREVIATION DEFINITION Sec. Section SMH Sewer Manhole S/W Sidewalk SIC Signal Innerconnect S. South SE'ly Southeasterly SW'ly Southwesterly Spec. Specifications Spk. Spike Sq. Square SS Stainless Steel Stk. Stake Std. Standard Sta. Station S.D. Storm Drain St. Street T.O.E. Thread One End T.C. Top of Curb TF Top of Footing T.P. Top of Pavement TW Top of Wall Tr. Tract TS Traffic Signal Typ. Typical U.C. Uppercase Vert. Vertical V.C. Vertical Curve V.P.I. Vertical Point of Intersection V.C.P. Vitrified Clay Pipe W. West W'ly Westerly XING Crossing X —Walk Crosswalk 2:1 2 Horizontal to 1 Vertical N.T.S. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS STD N O. ACRONYMS AND I 100 ABBREVIATIONS SHEET 2 OF 2 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED TYPICAL LEGEND EASEMENT ROLLED/WEDGE CURB CURB AND GUTTER CENTERLINE UNDERGROUND UTILITIES RIGHT-OF-WAY POINT OF INTERSECTION LOT LINE EXISTING PROPOSED LIGHT GRAY BLACK SANITARY SEWER SS TELEPHONE CONDUIT T T WATER LINE W ELECTRICAL CONDUIT E E STORM DRAIN S.D. STREET LIGHTING SL SL GAS LINE G TRAFFIC SIGNAL SIG SIG. IRRIGATION LINE IRR. CABLE TELEVISION CTV CTV TOPOGRAPHY ��T��i- BLOCK WALL TOP OF SLOPE BOARD FENCE TOE OF SLOPE X X WIRE FENCE • • • DIRECTION OF FLOW CHAIN LINK FENCE RETAINING WALL Q SANITARY SEWER M.H. 0 GAS METER Q STORM DRAIN M.H. EJEJEI RAILROAD TRACKS TELEPHONE VAULT RAILROAD SIGNAL LI 0 WATER METER 3c-° STREET LIGHT 'd FIRE HYDRANT ® VALVE O-- POLE & GUY ANCHOR • MONUMENT o POLE STREET NAME SIGN TRAFFIC SIGN i MAIL BOX CITRUS TREE ����,��i���/ EXISTING SOIL tL� J CONCRETE � =00��DECIDUOUS TREEGRAVEL ___ 2 ASPHALT PNALT) • TRAFFIC CONE pIR1� EDGE OF PAVEMENT PALM TREE 0 0 BARRICADE \\ s. \" ```I \\\\ BUILDING - o O DELINEATOR O TREE STUMP UNDERGROUND STRUCTURE ^-- ------ BIKE LANE SIGN OVERHANGING STRUCTURE SHRUBBERY CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS DRAFTING STANDARDS AND TOPOGRAPHY SYMBOLS N.T.S. STD N 0. 101 SHEET 1 OF 2 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED TRAFFIC, LIGHTING, & STRIPING LINE STYLES EXISTING LANE PROPOSED LANE EXISTING LEAD-IN PROPOSED LEAD-IN EXISTING LANE EXTENSION PROPOSED LANE EXTENSION EXISTING LANE DROP UTILITY LINE STYLES PROPOSED LANE DROP EXISTING LANE EXTENSION PROPOSED LANE EXTENSION EXISTING DOUBLE CENTER PROPOSED DOUBLE CENTER EXISTING PASSING ZONE PROPOSED PASSING ZONE OOOOOOOO 0000•••• TELEVISION ---tv — tv ---(oh) TELEPHONE -- I --(oh) TELECOM — — tc --(oh) FIBER OPTIC fo (oh) ELECTRICAL —e — (oh) SYMBOLS PROPOSED EXISTING E17 _/ LOUVERED VISOR (LEFT -ANGLE SHOWN - REVERSED FOR RIGHT ANGLE) II 1 -1 TRAFFIC SIGNAL PULLBOX (PB) II L_I STREET LIGHTING PULLBOX (SLPB) ® E%1 CONTROLLER CABINET -'I UNDERGROUND SERVICE CABINET O 1 TRAFFIC SIGNAL POLE <�- VEHICLE SIGNAL HEAD WITH NO BACK PLATE VEHICLE SIGNAL HEAD WITH BACK PLATE PROGRAMMED VISIBILITY VEHICLE HEAD (3-121) SECTIONS) SIGNAL VEHICLE HEAD WITH ALL 12" ARROW INDICATIONS (REVERSE DIRECTION OF ARROW FOR LEFT OR RIGHT TURNS) L l I' PEDESTRIAN SIGNAL HEAD SIGNAL AND LUMINAIRE MAST ARMS WITH VEHICLE SIGNAL HEAD, 3-12" SECTIONS WITH BACK PLATE _ r----___ 0 -° MAST ARM WITH VEHICLE SIGNAL HEAD, 3-12" SECTIONS WITH BACK PLATE TRAFFIC SIGNAL POLE WITH VEHICLE SIGNAL AND PEDESTRIAN HEADS ELY - TRAFFIC SIGNAL POLE WITH LUMINAIRE MAST ARM EI �i� C� � �J RETRO-REFLECTIVE MAST ARM MOUNTED SIGN INTERNALLY ILLUMINATED MAST ARM MOUNTED SIGN o (J) INDUCTIVE LOOP DETECTOR BICYCLE LOOP DETECTOR _ J VIDEO DETECTION CAMERA VIDEO DETECTION ZONE <w� WIRELESS RADIO ANTENNA FLASHING BEACON N.T.S. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS DRAFTING STANDARDS AND TOPOGRAPHY SYMBOLS STD N 0. 101 SHEET 2 OF 2 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1FD55A13A8ED C.F. ?I 6.5' 6' 0R8' SW 1/2" R 1. (2-00% MAX AS -BUILT) O.F. 21 4- R/W 12" R VARIES 14" MIN. 2" WEAKENED PLANE JOINT O 2 DRY UTILITIES VARIES 3' MIN.) •, 6' MEANDERING SIDEWALK 211 PARKWAY -I - 6' OR SW 18' PARKWAY I 1/2"R II 29 In 1f/W Lj DRY UTILITIES 1.5 (2.oO%jAA(_AS-BUILT) -fl R/W VARIES I 2' MIN. -1/2" R i 1 4" MIN. 2" WEAKENED PLANE JOINT MEANDERING SIDEWALK NOTES: 1. ALL CONCRETE SHALL BE 560-C-3250 WITH CURING COMPOUND. 2. MINIMUM 4 -FT CLEARANCE FOR ACCESSIBILITY PATH THROUGHOUT SIDEWALK. 3. ALL SIDEWALKS SHALL BE A MINIMUM THICKNESS OF 4". 4. SPECIFIC CONSTRUCTION DETAILS SHALL BE PER CURRENT EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION MANUAL. 5. EXPANSION PAPERS & WEAKENED PLANE JOINTS TO MATCH CURB & GUTTER. 6. MEET CURRENT ADA STANDARD. CROSS SLOPE OF SIDEWALKS SHALL BE MINIMUM OF 2% OR AS SPECIFIED BY STATE AND FEDERAL ACCESSIBILITY GUIDELINES, WHICHEVER MORE RESTRICTIVE. 7. LONGITUDINAL GRADE SHALL MEET CURRENT STATE AND LOCAL ACCESSIBILITY STANDARDS. LONGITUDINAL SLOPES OF MORE THAN 8% ARE SUBJECT TO THE CITY ENGINEER APPROVAL. 8. REMOVAL AND REPLACEMENT SHALL BE DONE TO THE NEAREST JOINT. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS SIDEWALK N.T.S. STD NO. 300 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED R=200' MIN, 500' MAX. R=3' 14' TO 20' 6' MIN. R=150' FOR R=200', L=100' FOR R=500', L=150' EASEMENT REQUIRED R=200' MIN, 500' MAX. 14'TO20' R=150' FOR R=200', L=100' FOR R=500', L=150' 6.5' TO FL ?FL 9 EASEMENT VARIES AREA 12' MIN. SIDEWALK/PEDESTRIAN AND/OR LANDSCAPE EASEMENT EASEMENT NOT REQUIRED 6.5' TO FL - - __$R/W VARIES NOTES: 1. ALL CONCRETE SHALL BE 560-C-3250 WITH CURING COMPOUND. 2. MINIMUM 4 -FT CLEARANCE FOR ACCESSIBILITY PATH THROUGHOUT SIDEWALK. 3. ALL SIDEWALKS SHALL BE A MINIMUM THICKNESS OF 4". 4. DIMENSIONS OF MEANDERING SIDEWALK AS SPECIFIED ON APPROVED IMPROVEMENT PLANS. 5. SPECIFIC CONSTRUCTION DETAILS SHALL BE PER CURRENT EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION MANUAL. 6. EXPANSION PAPERS & WEAKENED PLANE JOINTS TO MATCH CURB & GUTTER. 7. MEET CURRENT ADA STANDARD. CROSS SLOPE OF SIDEWALKS SHALL BE MINIMUM OF 2% OR AS SPECIFIED BY STATE AND FEDERAL ACCESSIBILITY GUIDELINES, WHICHEVER MORE RESTRICTIVE. 8. LONGITUDINAL GRADE SHALL MEET CURRENT STATE AND LOCAL ACCESSIBILITY STANDARDS. LONGITUDINAL SLOPES OF MORE THAN 8% ARE SUBJECT TO THE CITY ENGINEER APPROVAL. 9. CURB SHALL BE PER STANDARD DRAWING NO. 400 OR 403. PROVIDE EXPANSION JOINT EVERY 10 -FT. 10. REMOVAL AND REPLACEMENT SHALL BE DONE TO THE NEAREST JOINT. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS MEANDERING SIDEWALK FL N.T.S. STD N 0. 301 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED RAW FL 112:1 MAX HEADER AS DECOMPOSED REQUIRED GRANITE (DG) NOTES: 1. OMIT FENCE WITHIN SIGHT DISTANCE OF RESTRICTED USE AREAS. 2. TRAIL AND FENCE TO BE CONSTRUCTED PER LATEST DETAILS. 3. FOR TRAIL AND FENCE DETAILS, REFER TO THE COUNTY OF RIVERSIDE COMPREHENSIVE LANDSCAPE GUIDELINES AND STANDARDS. 4. DECOMPOSED GRANITE SHALL BE STABILIZED WITH CEMENT OR OTHER APPROVED METHOD. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS DG MULTIPURPOSE TRAIL ECG I N.T.S. STD N 0. 302 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED R/W R/W (`I ITTED El WLAKLINLU rLAINL NOTES: 1. ALL CONCRETE SHALL BE 560-C-3250 WITH CURING COMPOUND. 2. WEAKENED PLANE JOINTS REQUIRED ON DRIVEWAY FOR DRIVEWAYS 12' TO 20' WIDE, DRIVEWAYS WIDER THAN 20' SHALL HAVE TWO WEAKENED PLANE JOINTS EVENLY SPACED. (OR 10' MIN.) 3. GRADE TO CONTROL DRIVEWAY DESIGN (OVER DISTANCE) IN ORDER TO PROVIDE UNINTERRUPTED ADA PATH OF TRAVEL CITY OF PALM DESERT I APPROVED BY: C.F. " LIPI L "R X 6" C.F. 8" C.F. 3 , 4 DEPARTMENT OF PUBLIC WORKS N.T.S. STD N 0. RESIDENTIAL DRIVEWAY __A ___________________________ (FOR��RIGHT-OF-WAY MARTIN ALVAREZ DATE WIDTH BEHIND CURB � O PUBLIC WORKS DIRECTOR OF 10 OR MORE) Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED w O L.L Z � w Q w o cn o w _ w o ° — � ow w O m m V /X:\\ Q O joj rHw m C J w O duD w w N \ �• /� U \ i � O �m Q w CD w z - z � w C w o H m 6.5 SIDEWALK •- w w _ o _j LOT LINE -- /o Q c~ z ~ N ≥ O _ Qf FO><D ., Z Z m w j NCO1 A I U m w C� > - I N _ m = 4.00 2.5 °° - o o MIN 9 I « rN Lu m m (2.00% 9% O1 m cD w N MAX(I1In9-svo� AS —BUILT O � ) Xb'W o / wQ-i !0'Z) z m C) O Q O w w cn> ° w w� Q w wOz Q________ — ___- — - F —O— o w I __-8 S3 I OVA w 1do1s w w a oo I • • z ., z ,_,_, cn m W O o O= w N Z N r6 4 IV N.T.S. CITY OF PALM DESERT APPROVED BY: DEPARTMENT OF PUBLIC WORKS STD N0. RESIDENTIAL DRIVEWAY APPROACH (FOR CONFINED MARTIN ALVAREZ IRECTOR DATE RIGHT-OF-WAY) PUBLIC WORKS D Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 54' MIN. L=110' MAX ** 20' MIN. TRUNCATED DOMES 30' MAX. -- / BCR GB/-ECR R/W 7/ _____ oZ / /R \ \1/2" EXPANSION ___ __ Y W Z JOINT, TYP.// N W �Q R= 12' MIN. „ LIP �Q w o GUTTER F.L. Ln o /1/2 ECR o0 B C R GUTTER R=15' MIN TO 35' MAX ** SERVICE ENTRANCES ONLY; L=140' MAX, R=50' MAX R/W *CROSS SLOPE OF SIDEWALK SHALL BE 1.5% (2.00% MAX AS -BUILT) COMMERCIAL - 8" NOTES: 1. MINIMUM REQUIRED DISTANCE BETWEEN PER CITY OF ENGINEER APPROVAL. 2. ALL CONCRETE SHALL BE 560-C-3250. 4' MIN. * 2b 2"R DRIVEWAYS IN COMMERCIAL ZONE 1" ABOVE GUTTER 3. WEAKENED PLANE JOINTS REQUIRED ON DRIVEWAY FOR DRIVEWAYS 12' TO 20' WIDE, DRIVEWAYS WIDER THAN 20' SHALL HAVE TWO WEAKENED PLANE JOINTS EVENLY SPACED. (MIN. 10' APART) 4. COMMERCIAL DRIVEWAYS PROPOSING/REQUIRING AN ENTRANCE MEDIAN: MEDIAN SHALL BE LOCATED BEHIND PROPERTY/RIGHT-OF-WAY LINE. DRIVEWAY DESIGN IS SUBJECT TO THE CITY ENGINEER APPROVAL. 5. TRUNCATED DOMES SHALL BE CAST -IN -PLACE, REPLACEABLE, FEDERAL YELLOW IN COLOR. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS COMMERCIAL DRIVEWAY N.T.S. STD N 0. 305 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED SINGLE RAMP RADIU35' < WHEN SIDEWALK IS AT THE RIGHT-OF-WAY OR WHEN MEANDERING 112 DELTA LO III \\ \ &q/ (J_)\ \ � \ A W ° LS === ° ° ° CURB AND GUTTER DETAILS PER STD. NO. 403 4' 2' 2' MAX. FLUSH (SEE NOTE 1) 2% PVMT. o c 5% MAX. 4 COLD JOINT 4 ° BCR cl a a ° r44' ° A 6.5' TO CF 4' MIN. LANDING WINGS SHALL NOT EXCEED 10% CROSSWALK 450 10' MIN, RAMP CONSTRUCTION SHALL 12' INCLUDE CURB AND GUTTER AND SIDEWALK FROM BCR TO ECR Y (SEE TABLE BELOW)* 3' DETECTABLE WARNING SECTION A -A TOP OF RAMP ROUNDED 4' MIN. a a -Qa a a d a e Y- CURB FACE (FT) 6.33% NOTES: 1. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 2. TRUNCATED DOMES SHALL BE CAST -IN -PLACE, REPLACEABLE, FEDERAL YELLOW IN COLOR. ** 'Y' SHALL NOT EXCEED 10.53', UNLESS APPROVED BY THE CITY ENGINEER CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE TABLE Y CF Y* 6" 7.90' 8" 10.53 DEPARTMENT OF PUBLIC WORKS SINGLE CURB RAMP N.T.S. STD N 0. 306 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED **DOUBLE RAMP RADIUS ≥ 35' AT MAJOR INTERSECTIONS ONLY 1/2 DELTA WHEN SIDEWALK IS AT THE RIGHT-OF-WAY OR WHEN MEANDERING 4' MIN. LANDING CURB AND GUTTER DETAILS PER STD. NO. 403 24" MIN CURB WITHIN CROSSWALK 4' SEE NOTE 2 2' 2' MAX. FLUSH (SEE NOTE 1) 2% PVMT. 4' MIN. LANDING SEE TABLE "Y" BELOW WINGS SHALL NOT EXCEED 10% RAMP CONSTRUCTION SHALL INCLUDE CURB AND GUTTER AND SIDEWALK FROM BCR TO ECR Y (SEE TABLE BELOW)* 3 TOP OF DETECTABLE I RAMP ROUNDED WARNING 4' MIN. 5� MAX. G a G a COLD JOINT SECTION A -A NOTES: Y= CURB FACE (FT) 6.33% 1. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 2. MAXIMUM SLOPES OF ADJOINING GUTTERS: THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP AND CONTINUOUS PASSAGE TO THE CURB RAMP SHALL NOT EXCEED 5% WITHIN 4 FEET OF THE BOTTOM OF THE CURB RAMP. 3. TRUNCATED DOMES SHALL BE CAST -IN -PLACE, REPLACEABLE, FEDERAL YELLOW IN COLOR. * 'Y' SHALL NOT EXCEED 10.53', UNLESS APPROVED BY THE CITY ENGINEER ** ELIMINATE ONE RAMP IF NO FUTURE PATH OF TRAVEL EXISTS CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE TABLE Y CF Y* 6" 7.90' 8" 10.53' DEPARTMENT OF PUBLIC WORKS DUAL CURB RAMP N.T.S. STD N 0. 307 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 3/z RADIUS co 10" 3/z RADIUS co TYPICAL SECTION - 6" CURB FACE 10" TYPICAL SECTION - 8" CURB FACE NOTES: 1. ALL CONCRETE SHALL BE 560-C-3250 WITH CURING COMPOUND. 2. CU. YD. = 30.41 L.F. 8" CURB 3. 0.888 CU. FT./LF. 4. WEAKENED PLANE JOINT EVERY 10' O.C. CITY OF PALM DESERT I APPROVED BY: 5. EXPANSION PAPER REQUIRED EVERY 50', AT THE TOPS OF DRIVEWAY X's, AND AT ECR's & BCR's. 6. REMOVAL AND REPLACEMENT SHALL BE DONE TO THE NEAREST JOINT. N.T.S. IDEPARTMENT OF PUBLIC WORKS I STD N0. CURB ONLY 400 MARTIN ALVAREZ DATE PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5—B34F-1 FD55A13A8ED ci— ROADBED WIDTH TO THIS POINT 36" 1wr 1 2ra 6„ 1 1 2" r w TO ELEV �, � � 2 R INDICATES CALCULATED FL ELEV 1 CURB LINE ON PLAN R 1 1 ON PLANS 38r' LIPS R - a a4 4 NOTES: 1. ALL CONCRETE OMPO D 37„ %AlrI f r f I I r r a. BE 560-C-3250 WTH CUR NC 2. cU.r _ 16.21 L.F."W 3. RjICOMPACTCN OF SUBCRADE UNDER CURB AND G?tTER1ALL BE 95% MN. END!E JOINT EVERY 10' O.C. ON P PER REQUIRED EVERY 50', AND AT ECR'S CTY OF PALM DESERT APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE IN D I GATE�L�N D LI O DEPARTMENT OF PUBLIC WORKS WEDGE CURB N.T.S. STD NO. 401 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 3" 5" ROADBED WIDTH TO THIS POINT 11 -I 11=1 111 111 11= =1 111 I I -I 11=1 1=1 2% SURFACING 1ll1 1=1 I III -III -III-III-III-I 1=1 -III-III-III- I I -I I k -III-I II 11=1 I I -I I -I -III -III- -III 1=1 11=1 I I -I -1111111111111 � 1111111 =1 6" A.C. BERM 4" 5" ROADBED WIDTH TO THIS POINT 2% 1=1 11=1 1=111=111= 1=1 11=1 =111=111= SURFACING - 8" A.C. BERM NOTES: 1. A.C. BERM REQUIRED WHERE FILL SLOPES ARE STEEPER THAN 4:1, MATERIAL IS SUSCEPTIBLE TO EROSION, OR WHERE ROADWAY GRADIENT EXCEEDS 3%. N.T.S. CITY OF PALM DESERT APPROVED BY: DEPARTMENT OF PUBLIC WORKS STD N0. ASPHALT CONCRETE 402 MARTIN ALVAREZ DATE BERM PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 38 RADIUS LEVEL- LINE - - - 31 1/2" - - TYPICAL SECTION - 6" CURB FACE 3/8" RADIUS LEVEL LINE 32" TYPICAL SECTION - 8" CURB FACE NOTES: 1. ALL CONCRETE SHALL BE 560-C-3250 WITH CURING COMPOUND. 2. WEAKENED PLANE JOINT EVERY 10' O.C. 3. REMOVAL AND REPLACEMENT SHALL BE DONE TO THE NEAREST JOINT. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR 4. CURB FACE SHALL BE AS SPECIFIED ON PLANS. 5. EXPANSION PAPER REQUIRED EVERY 50', AT THE TOPS OF DRIVEWAY X's, AND AT ECR's & BCR's. DATE DEPARTMENT OF PUBLIC WORKS CURB AND GUTTER N.T.S. STD N 0. 403 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED I It NOTE: USE WHEN SEPARATE POURS MADE AC PAVEMENT AGGREGATE BASE NOTES: o' 5' 5' 4..1.1 1 1 /2" ° ° TI1 /2"R 8"TYP. 1. ALL CONCRETE SHALL BE 560-C-3250 WITH CURING COMPOUND. 2. = TYPICAL FLOWLINES 3. 0 = ELEVATIONS TO BE SHOWN ON PLANS CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR JL RF]AR G 1'C.C. T JOINT DETAIL FOR COLD JOINT/SEPARATE POUR 1" BATTER 4. ENGINEER OF RECORD SHALL PROVIDE DETAIL SHOWING ACCESSIBLE PATH OF TRAVEL COMPLIANT WITH CURRENT ADA STANDARDS FOR ALL INTERSECTIONS AT CROSSINGS ON VERTICAL CURVES. 5. CURB RAMPS SHALL MEET CURRENT ADA STANDARDS. DATE DEPARTMENT OF PUBLIC WORKS CROSS GUTTER N.T.S. STD N 0. 404 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED \ ilk I -6" THICKNESS FOR RESIDENTIAL APPLICATIONS, 8" FOR COMMERCIAL AND INDUSTRIAL. NOTES: 1. ALL CONCRETE SHALL BE 560-C-3250 WITH CURING COMPOUND. 2. WEAKENED PLANE JOINTS EVERY 10' O.C. 3. EXPANSION PAPER REQUIRED EVERY 50'. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE =NT -Juu\j1�ADE COMPACTED TO 95% OR PER GEOTECHNICAL H N I CAL ENGINEER'S RECOMMENDATION DEPARTMENT OF PUBLIC WORKS VALLEY GUTTER N.T.S. STD N 0. 405 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 4 X 4 - 10 X 10 WELDED WIRE FABRIC EXTENDING 15" BEYOND BOTH SIDES OF RECTANGULAR PIPE SEE SIDEWALK DETAIL 'A' ROUND PIPE --1% MIN. d 4 ° ° d ° d ° 8 d d 44 d 4 ° ° 44 ° d ° d la ° d ° ° d ° ° d I ° d ° ° 441 e ° a d d F.L. DETAIL 'A' N.T.S. -i ALHAMBRA FOUNDRY CO. LTD.` ADAPTOR (A-480) ALHAMBRA FOUNDRY CO. LTD.* RECTANGULAR PIPE (A-470) OUTSIDE PIPE OUTSIDE HUBS TRANSVERSE AREA - NET LAYING LENGTH 3" X 5" 4 1/4" X 6 1/4" 11.25 SQ. IN. 5'0" 3" X 5" 4 1/4" X 6 1/4" 11.25 SQ. IN. 2'6" 3" X 9" 4 1/4" X 10 1/4" 21.20 SQ. IN. 5'0" 3" X 12 1/2" 4 1/4" X 14" 30.00 SQ. IN. 5'0" 3" X 12 1/2" 4 1/4" X 14" 30.00 SQ. IN. 2'6" 4" X 14" 5 1/4" X 15 1/4" 47.50 SQ. IN. 5'0" 4" X 14" 5 1/4" X 15 1/4" 47.50 SQ. IN. 2'6" CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE ROUND RECT. LAYING PIPE PIPE LENGTH 4" 3" X 5" 1'0" 5" 3" X 9" 1'0" 6" 3" X 12 1/2" 1'0" 8" 4" X 14" 1'O" * ALTERNATIVE SYSTEMS MAY BE UTILIZED. USE OF ANY OTHER SYSTEM IS SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER. DEPARTMENT OF PUBLIC WORKS UNDER SIDEWALK DRAIN N.T.S. STD N 0. 500 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED JOIN TO ONSITE DRAINAGE - � R/w B •B N wSEENOTE1 w 0 0 •A -'-'� FLOW LINE --sue FLOW LINE OUTLET BOX A CURB & GUTTER 1/4" CHECKERED PLATE SLIP RESISTANT DRAIN OUTLET 1.5% BEND END OF PLATE (2.00% MAX TO MATCH CURB FACE AS -BUILT) D 2% MIN v p v v ° (0 ./l\\\\/I\\\\//\\\i a` O 0 O SEE NOTE 0I01[,I1I 3" STUD ANCHOR 14 O( TYF SECTION "A -A" 1" DETAIL "A" CITY OF PALM DESERT I APPROVED BY: m SEE DETAIL "A" SLIPRESISTANT 1/4" CHECKERED PLATE " " SEE NOTE 2 P ° p D P 1 p ° oI//A D P 6" I 12" TO 36" 6" i NOTES: SECTION "B -B" 1. UNDER SIDEWALK DRAIN TO BE CONSTRUCTED PERPENDICULAR (9cr) TO THE CURB ALIGNMENT. VARIATIONS FROM 900 REQUIRE THE APPROVAL OF THE CITY ENGINEER. 2. SLOPE TO DRAIN TO ONE SIDE. 3. ALL EXPOSED METAL PARTS TO BE HOT -DIP GALVANIZED AFTER FABRICATION. 4. 1 1/2" X 1 1/2" X 1/4" "L" FRAME WITH 3/8" X 1/4" STEEL STRIP WELDED TO FRAME. 5. CHECKERED PLATE SHALL BE SLIP RESISTANT HOT -DIP GALVANIZED STEEL MAXIMUM WIDTH 36". 6. FASTEN WITH 1/4" COARSE -THREAD COUNTERSINK STAINLESS STEEL SCREWS AT 12' OC. 7. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MIN CLASS 2 AGGREGATE BASE AND 6 MIL. PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN CLASS 2 AGGREGATE BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTED BY THE ENGINEER. 8. CONCRETE MINIMUM CEMENTITIOUS MATERIAL CONTENT=505LB/CU YD. 9. NOT FOR USE IN PUBLIC RIGHT-OF-WAY. N.T.S. MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS I STD N0. UNDER SIDEWALK DRAIN CAST IN PLACE 501 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1FD55A13A8ED 2' NO. 3 BAR 6" FRONT VIEW FLOW LINE GU1TER 1. to]we1191111:1no] 3/4" RAD. Y 4, . 4 - - . , •a: :11 A; 4, q 4 CROSS SECTION 4" 0.1. PIPE (8" CURB FACE) . 3" 0.1. PIPE (LESS THAN 8: C.F.) NOTE 1: SAWCUT AND REMOVE CROSS HATCHED PORTION OF CURB SECTION. NOTE 2: CLASS 560-C-3250 CONCRETE SHALL BE USED TO RECONSTRUCT THE CURB SECTION. NO. 3 BAR NOTE 3: WHEN CURB FACE ELEVATION IS LESS THAN 8" HIGH, THE FLOW LINE OF THE PIPE SHALL BE AT LEAST 1/2" ABOVE THE ELEVATION OF THE FLOW LINE OF THE CUTTER, AND THE PIPE SHOULD BE 3" IN DIAMETER. NOTE 4: A MINIMUM SEPARATION OF TEN FEET (10') IS REQUIRED BETWEEN ADJACENT DRAINS ON THE SAME PROPERTY. NOTE 5: WHEN GREATER CAPACITY IS REQUIRED, CITY OF PALM DESERT STANDARD 500 SHALL BE CONSTRUCTED. NOTE 6: DOWEL REBAR 6" INTO ADJACENT CONCRETE. REBAR SHALL OVERLAP 12", SIDE -BY -SIDE, NOTE 7: IF CURB DRAIN IS INSTALLED UNDER SIDEWALK, THE ENTIRE SIDEWALK PANEL MUST BE REMOVED AND REPLACED. CASE A SAW CUT OPTION CORE DRILLING IN LIEU PERMITTED PROVIDED: (1) INVERT ELEVATION OF THE CORE SHALL BE AT LEAST 1/2" ABOVE THE FLOW LINE ELEVATION. OF SAW CUT OPTION IS (2) CORE DIAMETER SHALL NOT EXCEED 50% OF THE CURB FACE DIMENSION. (3) A MINIMUM SEPARATION OF TEN FEET (10') IS REQUIRED BETWEEN ADJACENT DRAINS ON THE SAME PROPERTY. (4) WHEN GREATER CAPACITY IS REQUIRED, CITY OF PALM DESERT STANDARD NUMBER 200 SHALL BE CONSTRUCTED. (5) THERE SHALL BE A MINIMUM OF 2" OF CONCRETE OVER THE TOP OF THE PIPE. CASE B - CORE DRILL OPTION CITY OF PALM DESERT IAPPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS CURB DRAIN CASE A & CASE B N.T.S. STD NO. 502 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED NOTE 1: NOTE 2: SAWCUT TOP OF CURB '4" RAD. d O d d d 4 d O V 4 4 C d d V d G d V d p d d d O 4 d d O 44 d d a d g da 4 CROSS SECTION E (8" CURB FACE) 3" C.I. PIPE (LESS THAN 8: C.F.) AND REMOVE CROSS HATCHED PORTION OF CURB SECTION. CLASS 560-C-3250 CONCRETE SHALL BE USED TO RECONSTRUCT THE CURB SECTION. Ii NOTE 3: WHEN CURB FACE ELEVATION IS LESS THAN 8" HIGH, THE FLOW LINE OF THE PIPE SHALL BE AT LEAST 1/2" ABOVE THE ELEVATION OF THE FLOW LINE OF THE GUTTER, AND THE PIPE SHOULD BE 3" IN DIAMETER. NOTE 4: A MINIMUM SEPARATION OF TEN FEET (10') IS REQUIRED BETWEEN ADJACENT DRAINS ON THE SAME PROPERTY. NOTE 5: WHEN GREATER CAPACITY IS REQUIRED, CITY OF PALM DESERT STANDARD 500 SHALL BE CONSTRUCTED. NOTE 6: DOWEL REBAR 6" INTO ADJACENT CONCRETE. REBAR SHALL OVERLAP 12", SIDE -BY -SIDE. NOTE 7: IF CURB DRAIN IS INSTALLED UNDER SIDEWALK, THE ENTIRE SIDEWALK PANEL MUST BE REMOVED AND REPLACED. CASE A SAW CUT OPTION CORE DRILLING IN LIEU PERMITTED PROVIDED: (1) INVERT ELEVATION OF THE CORE SHALL BE AT LEAST 1/2" ABOVE THE FLOW LINE ELEVATION. OF SAW CUT OPTION IS (2) CORE DIAMETER SHALL NOT EXCEED 50% OF THE CURB FACE DIMENSION. (3) A MINIMUM SEPARATION OF TEN FEET (10') IS REQUIRED BETWEEN ADJACENT DRAINS ON THE SAME PROPERTY. (4) WHEN GREATER CAPACITY IS REQUIRED, CITY OF PALM DESERT STANDARD NUMBER 200 SHALL BE CONSTRUCTED. (5) THERE SHALL BE A MINIMUM OF 2" OF CONCRETE OVER THE TOP OF THE PIPE. CASE B - CORE DRILL OPTION CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS CURB DRAIN CASE A & CASE B N.T.S. STD N 0. 502 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 8 ' 1/4" S 3 CUT REINFORCING STEEL R=11/16" TO CLEAR FACE PLATE NOTE 2 D 0O Ln D 6 6" ) NOTE 11 + LZ U U O z /CD z �o ,`VV/ 240 GUTTER FLOW LINE ' D D D D D D D D D D D / / L A D D D ' D 5/16" 2,� 5" 1 1/8" 0 HOLE IN PLATE ADJUSTING NUTS TO BE TIGHTENED AND SECURED IN PLACE WHEN STEEL PLATE ANGLE IS IN PROPER POSITION. R=1" MIN 12 NOTE 3 1/2"� STIRRUP, WELD AS SHOWN � TYP D 1/4 NOTE 4 ' D D D D D D D D D D D D D D D D D D D D D A T II CITY OF PALM DESERT I APPROVED BY: N N N � NOTES: 1. FACE PLATE 5/16" X 10" ROLLED PLATE ASTM A36) FORMED AS SHOWN ALHAMBRA FOUNDRY NO. A-3911 OR EQUIVALENT) & EXTEND LENGTH OF BOX. 2. FACE PLATE ANCHORAGE 1/2"� STEEL ANCHOR 42" OC MAX PLACE AS SHOWN. 3. PROTECTION BAR: PLAIN ROUND STEEL BAR 1" DIA SHALL BE INSTALLED WHEN NORMAL CURB HEIGHT IS GREATER THAN 6". BAR SHALL BE EMBEDDED 5" AT EACH END. 4. SUPPORT BAR 1" DIA X 22" LONG WITH SQUARE HEAD AND HEX NUTS, BEND AS SHOWN. SPACING SHALL NOT EXCEED 4 FEET. 5. ALL EXPOSED METAL PARTS SHALL BE HOT - DIP GALVANIZED. N.T.S. DEPARTMENT OF PUBLIC WORKS STD N0. CURB SUPPORT 503 MARTIN ALVAREZ DATE DETAIL PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED C' T IAI T Z' MAINTAIN 2' GUTTER I / L L.AI /IVJIVIV JOINT MATERIAL, TYP .1W LIAI• 2' I VT I TAPERED CF TAPERED CF cinF ECR .....1A, CASE "A" (FLOW BY) 6' T W T 6' TAPERED CF sing TAPERED CF CASE "B" (SUMP) I / L L./\I r IVJIVIV JOINT MATERIAL, TYP * CATCH BASIN OPENING = NORMAL CURB HEIGHT + 3 INCHES UNLESS OTHERWISE SPECIFIED. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS MAINTAIN 2' GUTTER N.T.S. STD N 0. GUTTER DEPRESSION FOR CURB OPENING 50'l CATCH BASINS Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED OUT OF PAVEMENT I0 FRAME & COLLAR FRAME AND COVER SHALL BE 1" ABOVE PREVAILING GRADE /7UUI\LU/7I L U/7JL IVI/7I LI\I/7L CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR IN PAVEMENT LOCAL & COLLECTOR CONCRETE COLLAR FINISHED CONCRETE COLLAR TO BE 1/8' BELOW FINISHED PAVEMENT OR GRADE SECTION A -A DATE DEPARTMENT OF PUBLIC WORKS MANHOLE FRAME AND COVER (LOCAL & COLLECTOR STREETS) N.T.S. STD N 0. 505 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED OUT OF PAVEMENT I0 FRAME & COLLAR FRAME AND COVER SHALL BE 1" ABOVE PREVAILING GRADE rAUUI\LV/7I L U/7JL IVI/7I LI\I/7L CITY OF PALM DESERT I APPROVED BY: IN PAVEMENT ARTFRIAI JU SFC'C1NDARY CONCRETE COLLAR FINISHED CONCRETE COLLAR TO BE 1/8' BELOW FINISHED PAVEMENT OR GRADE SECTION A -A DEPARTMENT OF PUBLIC WORKS N.T.S. STD N 0. MANHOLE FRAME __A ____________________________ AND COVER ARTERIAL MARTIN ALVAREZ DATE & SECONDARY � O PUBLIC WORKS DIRECTOR STREETS) ____________ Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 24"C.I. GRATE & FRAME 0 I 0 E.O.R. SHALL SPECIFY SOLID OR GRATED LID. NOTE: ALL JOINTS ABOVE THE LEACHING AREA SHALL BE MORTAR SEALED INSIDE AND OUT. ALHAMBRA FOUNDRY A-1200 OR APPROVED EQUAL. ADAPT AS REQUIRED FOR V -GUTTER & CURB AND GUTTER INSTALLATION. SET RIM TO GRADE WITH PRECAST RISERS. INVERT OF INLET PIPE SHALL BE MIN. 6" HIGHER THAN TOP OF DOWN DRAIN. COMPACT BACKFILL TO 90% MIN. ii WITH TOP 12" COMPACTED TO 95%. FLOODING & JETTING WILL NOT BE ALLOWED. 6„ 48"4 MIN. PRECAST MANHOLE CONE HH O� O II l o° o° I �o 0c 00 oC =I I )oC 12" MIN. � C �OC _)oC III oo o c - oC 0O O � 00 q0o� oU oU oU oU oU o �oC o no no no no Do,o 0 CITY OF PALM DESERT I APPROVED BY: 6" P.V.C. OR A.B.S. DOWN DRAIN. INSTALL ATRIUM GRATE 4" CONCRETE SLAB (POURED IN PLACE) SHALL EXTEND 6" INTO UNDISTURBED SOIL PRE -CAST CONCRETE SLAB. 48"MIN. PRE -CAST PERFORATED CONCRETE RING. 3/8" TO 3/4" WASHED ROCK. 3/8" TO 3/4" WASHED ROCK ON UNDISTURBED SOIL. NON -WOVEN FILTER FABRIC PER CALTRANS STD. SPEC. 88-1.03 BETWEEN THE WASHED ROCK AND UNDISTURBED SOIL N.T.S. DEPARTMENT OF PUBLIC WORKS I STD N0. STANDARD DRYWELL 507 MARTIN ALVAREZ DATE I DETAIL PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED TYPICAL INSTALLATION (STREET OR ALLEY) TCfl nr MA\/r11rkIT II NOTES: .. » P1 e% I. 0% L I e% P'1 rTr TYPICAL INSTALLATION (UNTRAVELED AREAS) 1. ALL CONCRETE SHALL BE 560-C-3250 2. CONCRETE SURFACE SHALL RECEIVE HEAVY BROOM FINISH. CITY OF PALM DESERT I APPROVED BY: RKER POST 8", 10 GAGE STEEL GTH, 10 GAGE STEEL 'EA GRAVEL BACKFILL N.T.S. DEPARTMENT OF PUBLIC WORKS I STD N0. VALVE OPERATOR 508 WELL MARTIN ALVAREZ DATE INSTALLATION PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED � OF ROADWAY R/W ROADWAY CURB FACE CURB FACE SECTION A -A OF PAVEMENT M SEE NOTE BELOW. NOTES: 1. MEDIAN DESIGN SHALL FOLLOW CALIFORNIA HIGHWAY DESIGN MANUAL. SEE CITY OF PALM DESERT STANDARD 910 AND 911 FOR SIGNAGE PLACEMENT GUIDANCE. 2. RADIUS AT MEDIAN BREAKS SHALL BE MINIMUM OF 10' WHEN MEDIAN TAPERING IS NOT REQUIRED. 3. FOR MEDIAN TAPER (BAY TAPER) REFER TO CALIFORNIA HIGHWAY DESIGN MANUAL FOR DESIGN GUIDANCE, SUBJECT TO THE CITY ENGINEER APPROVAL. 4. CURB SHALL BE CONSTRUCTED PER CITY OF PALM DESERT STD 400 OR 404, SUBJECT TO APPROVAL BY THE CITY ENGINEER. * FOR EL PASEO, 14 FT MEDIAN. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS TYPICAL MEDIAN CONSTRUCTION R/W N.T.S. 6011111[11 600 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED PER CITY OF PALM DESERT STANDARD 305 OR AS APPROVED MODIFIED DESIGN. NOTES: TYPICAL CURB MEDIAN WIDTH PER ROADWAY TYPOLOGY ENHANCED ARTERIAL, 18 -FT VEHICULAR ORIENTED ARTERIAL, 18 OR 20 -FT BALANCED ARTERIAL, 18 -FT ENHANCED SECONDARY ROADWAY, 18 -FT SECONDARY STREET, 14 -FT EL PASEO, 16 -FT 1. DIRECTIONAL LEFT TURN MEDIAN BAY SHALL BE DESIGNED PER AASHTO STANDARDS AND IS SUBJECT TO APPROVAL BY THE CITY ENGINEER. 2. THE LENGTH OF BAY TAPER SHOULD BE SHORT TO CLEARLY DELINEATE THE LEFT TURN AND TO DISCOURAGE THROUGH TRAFFIC FROM DRIFTING TO THE LEFT TURN LANE. FOR URBAN AREAS, CONSIDER LENGTH OF 60 FEET AND 90 FEET PER CALIFORNIA HIGHWAY DESIGN MANUAL GUIDELINES. FINAL DESIGN IS SUBJECT TO THE CITY ENGINEER APPROVAL. 3. STORAGE LENGTH SHALL BE PER THE RECOMMENDATIONS OF A TRAFFIC ENGINEER AND SUBJECT TO THE CITY ENGINEER APPROVAL. 4. LENGTH OF MEDIAN OPENING SHALL BE MINIMIZED TO DISCOURAGE VEHICLES TO ENTER FROM OPPOSITE TRAFFIC DIRECTION, BUT AT LEAST THE SAME WIDTH AS THE CORRESPONDING DRIVE/OPENING. TRAFFIC DIRECTION. 5. TRUCK TURNING TEMPLATES SHALL BE SUBMITTED TO SHOW NO CONFLICT WITH DRIVEWAY OR MEDIAN STRUCTURES. 6. TURNING LANE WIDTH REDUCTION TO A MINIMUM OF 10 FEET WILL BE CONSIDERED FOR PROJECTS WHERE A 12 -FOOT DESIGN IS NOT FEASIBLE, SUBJECT TO APPROVAL OF THE CITY ENGINEER. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS RESTRICTED LEFT TURN MEDIAN OPENING N.T.S. 6011111[11 601 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED Y=2.25W( L)2 L=LENGTH OF TAPER W=MAXIMUM OFFSET DISTANCE X=DISTANCE ALONG BASE LINE Y=OFFSET FROM BASE LINE L, ft DISTANCE X, L/12 INCREMENTS, ft 60' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 72' 6' 12' 18' 24' 30' 36' 42' 48' 54' 60' 66' 72' 90' 7.5' 15' 22.5' 30' 37.5' 45' 52.5' 60' 67.5' 75' 82.5' 90' 120' 10' 20' 30' 40' 50' 60' 70' 80' 90' 100' 110' 120' 150' 12.5' 25' 37.5' 50' 62.5' 75' 87.5' 100' 112.5' 125' 137.5' 150' W, ft OFFSET Y, ft 10' 0.16' 0.62' 1.41' 2.50' 3.75' 5.00' 6.25' 7.50' 8.59' 9.38' 9.84' 10.00' 11' 0.17' 0.69' 1.55' 2.75' 4.13' 5.50' 6.88' 8.25' 9.45' 10.31' 10.83' 11.00' 12' 0.19' 0.75' 1.69' 3.00' 4.50' 6.00' 7.50' 9.00' 10.31' 11.25' 11.81' 12.00' 19' 0.30' 1.19' 2.67' 4.75' 7.13' 9.50' 11.88' 14.25' 16.33' 17.81' 18.70' 19.00' 20' 0.31' 1.25' 2.81' 5.00' 7.50' 10.00' 12.50' 15.00' 17.19' 18.75' 19.69' 20.00' 21' 0.33' 1.31' 2.95' 5.25' 7.88' 10.50' 13.13' 15.75' 18.05' 19.69' 20.67' 21.00' 22' 0.34' 1.38' 3.09' 5.50' 8.25' 11.00' 13.75' 16.50' 18.91' 20.62' 21.66' 22.00' NOTE: Y= 2.25W X2 TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA ( L) FOR THE PORTIONS A -B' AND C -D' WHICH ARE PARABOLIC CURVES. THE PORTION B'C' IS A TANGENT. WHEN THE BASE LINE IS CURVED, THE OFFSETS ARE APPLIED TO THE CURVED BASE LINE, AND B'C' IS NO LONGER A TANGENT. CITY OF PALM DESERT I APPROVED BY: N.T.S. DEPARTMENT OF PUBLIC WORKS I STD N0. MEDIAN TAPER 602 MARTIN ALVAREZ DATE PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED L=LENGTH OF TAPER W=MAXIMUM OFFSET DISTANCE X=DISTANCE ALONG BASE LINE Y=OFFSET FROM BASE LINE T=TANGENT LENGTH R=RADIUS OF NOSE 0=MAXIMUM FLARE DEFLECTION ANGLE OFFSET Y, ft Y = w()2 TAN�= = 2W L T=RTAN0 2 IF STATION OF RADIUS POINT IS NOT GIVEN ON PLAN, TANGENT DISTANCE T MAY BE IGNORED L, ft W, ft X, ft 10' 15' 20' 25' 30' 40' 45' 50' 60' 70' 75' 80' 90' 100' W/L = 1:5 25' 5' 0.80' 1.80' 3.20' 5.00' 50' 10' 0.40' 0.90' 1.60' 2.50' 3.60' 6.40' 8.10' 10.00' W/L = 1:10 50' 5' 0.20' 0.45' 0.80' 1.25' 1.80' 3.20' 4.05' 5.00' 100' 10' 0.10' 0.23' 0.40' 0.63' 0.90' 1.60' 2.03' 2.50' 3.60' 4.90' 5.63' 6.40' 8.10' 10.00' W/L = 1:15 45' 3' 0.15' 0.33' 0.59' 0.93' 1.33' 2.37' 3.00' 75' 5' 0.09' 0.20' 0.36' 0.56' 0.80' 1.42' 1.80' 2.22' 3.20' 4.36' 5.00' 90' 6' 0.07' 0.17' 0.30' 0.46' 0.67' 1.19' 1.50' 1.85' 2.67' 3.63' 4.17' 4.74' 6.00' CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS MEDIAN FLARE N.T.S. 6011111[11 603 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED FINISH PAVEMENT SURFACE OF STREET FINISH SUB -GRADE OF STREET GROUND LEVEL FOR - TRACT BOUNDARY (IF CORNER NOT IN STREET) 24" X 2" MIN. I.D. GALVANIZED - IRON PIPE (SUBDIVISION BOUNDARY MONUMENT TYPE 'A') w c CD * FOR SECTION AND QUARTER SECTION CORNERS THAT FALL IN ROADWAY SEE STD. DWG. NO. 300B 24" X 3/4" MIN. I.D. GALVANIZED IRON PIPE (LOT & PARCEL CORNER MONUMENT TYPE 'B') NOTES: METAL TAG OR PLASTIC PLUG WITH R.E. OR L.S. NUMBER GALVANIZED IRON PIPE PLAN (TYPE 'A' & 'B') 20d NAIL & STAMPED WASHER SECTION A -A RCE OR O LS N0. NAIL & COPPER TAG FIXED IN CONCRETE SURFACE PLAN (TYPE 'C') COPPER TAG STAMPED WITH R.E. OR L.S. NUMBER OR STAMPED PLASTIC PLUG (SEE DETAIL BELOW RIGHT) SECTION (TYPE '6' ALTERNATIVE) PLASTIC PLUG 1. SUBDIVISION BOUNDARY MONUMENT TYPE 'A' TO BE SET 6" BELOW FINISH SUB -GRADE IN ROADWAY OR FLUSH AT TRACT BOUNDARY CORNERS. 2. ALL LOT AND PARCEL CORNERS SHALL USE TYPE 'B' MONUMENTS SET AT PROPER GRADE WITH A COPPER DISC OR PLASTIC PLUG BEARING THE REGISTERED CIVIL ENGINEER OR LAND SURVEYOR NUMBER. 3. TYPE 'C' MONUMENT TO CONSIST OF LEAD PLUG OR STEEL PIN WITH COPPER IDENTIFICATION DISC SET IN CONCRETE CURB OR WALL. (SEE DETAIL ABOVE RIGHT.) N.T.S. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS TYPE A, B, &C MONUMENTS STD N 0. 700 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED S R /7/;:':: E S TOP OF PAVING _\\ 1 /2" Co 0O BRAS LO PERMA COPPER CO 5/8„ OO MOLTEN STEEL CORE 8„ CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE TAMPED: EGISTERED CIVIL NGINEER OR LAND URVEYOR NUMBER S OR BRONZE HEAD NENT COMPRESSION FIT VERING WELDING JOINT DEPARTMENT OF PUBLIC WORKS TYPE "B" MONUMENT N.T.S. STD N 0. 701 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED FACE N TYPE "A" OR B MONUMENTS TYP. OF C'' 1'a N I MUL VI SEWER MANHOLE CURB MONUMENTING STREET CENTERLINES WHEN SEWERS ARE LOCATED ON CENTERLINE USING 10' CROSS TIES AND/OR SWING TIES 2 * STANDARD MONUMENT OR "B" PAVEMENT )ARD "D" MONUMENT NOT PAVED * STANDARD "A" OR "B" \* STANDARD "A" OR "B" MONUMENTS IN PAVEMENT MONUMENTS IN PAVEMENT MONUMENTING STREET CENTERLINES WHERE CURBS ARE NOT REQUIRED * SET TIE IN PAVEMENT IF RAW IS UNAVAILABLE. NOTES: 1. L & T AS SHOWN HEREON INDICATES LEAD AND TACK OR STEEL PIN MONUMENT SET IN CURB. 2. LEAD AND TACK OR STEEL PIN MONUMENT WITNESS TO PROPERTY CORNER MAY BE SET, NOT REQUIRED. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS TIE -OUT STANDARDS N.T.S. STD N 0. 702 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED TYPE "E" MONUMENT (OPTIONAL) L&T RADIAL_LINE N E TYPE "A" OR "B" (MONUMENT) CURB �F TYPE "E" MONUMENT R/W L&T 1 MONUMENTING STREET INTERSECTIONS T�inr "r" ►,n�lll►,rnlT (OPTIONAL) WHERE CURBS AND GUTTERS ARE INSTALLED DISTIDIST L&T TYPE "D" MONUMENT R/W �V ,/-TYPE "A" OR "B" (MONUMENT) L&T MONUMENTING BEGINNING AND ENDING OF CURVE CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR SENT TYPE "E" MONUMENT (OPTIONAL) NOTES: 1. L & T AS SHOWN HEREON INDICATES A LEAD AND TACK OR STEEL PIN MONUMENT SET IN CONCRETE CURB. 2. A METAL IDENTIFICATION DISK SET WITH A LEAD AND TAG OR STEEL PIN MONUMENT WITNESS TO PROPERTY CORNER MAY BE SET ("E" MONUMENT), IN LIEU OF SETTING FRONT LOT CORNERS ("D" MONUMENT). 3. THE PI OF THE CURVE CENTERLINE OF A STREET MAY BE MONUMENTED IN LIEU OF EC & BC, IF THE P1 FALLS WITHIN THE TRAVELED WAY. IT SHALL BE REFERENCED WITH L & T'S IN CURB. 4. TYING OUT BC'S AND EC'S WITH 90 DEGREE TIES INTO THE TANGENT. DATE DEPARTMENT OF PUBLIC WORKS STREET CENTERLINE MONUMENT N.T.S. STD N 0. 703 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED R/W R/W q CROWN R/W CURVE 1 CURVE 2 FL R W O FL R/W R/W ABC B C D R L R L __ R L R L 50' 25' 16' 9' 92.11' 17°36'01 " 109' 33.48' 100' 30.72' 215°12'02" 38' 142.73' 47' 176.53' 56' 28' 18' 10' 89.55' 16°18'41" 110' 31.31' 100' 28.47' 212°37'22" 38' 141.02' 48' 178.12' 60' 30' 20' 10' 86.63' 15°00'38" 110' 28.82' 100' 26.20' 210°O1'17" 38' 139.29' 48' 175.95' 66' 33' 22' 11 ' 83.74' 13°38'40" 111' 26.44' 100' 23.82' 207°17'21" 38' 137.48' 49' 177.28' 74' 37' 22' 15' 84.50' 13°34'05" 115' 27.23' 100' 23.68' 207°08' 10" 38' 137.38' 53' 191.61' 78' 39' 28' 11' 95.39' 17°12'31" 111' 33.33' 100' 30.03' 214°25'02" 50' 187.11' 61' 228.28' SCHEDULE "H" CURVE 1 -EDGE OF AGGREGATE BASE CURVE 2 -EDGE OF AGGREGATE BASE - - 12' 90.00 21°02'30" 82.69' 30.37' - - 222°04'59" 38'I147.29' - - CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS CUL-DE-SAC (SYMMETRICAL) N.T.S. STD N 0. 800 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED OFFSET MAY BE LOCAT EITHER LEFT OR RIGHT N.T.S. CURVE 1 CURVE 2 CURVE 3 A FL R/W O FL R W A CROWN R/WABC D E R L R L R L R L R L 50' 25' 16' 9' 116.19' 32.00' 29°39'31" 109' 56.42' 100' 51.76' 209°39'31" 38' 139.05' 47' 171.98' 29°39'31" 170.14' 88.07' 56' 28' 18' 10' 112.87' 31.44' 27°35'48" 110' 52.98' 100' 48.17' 207°35'48" 38' 137.68' 48' 173.92' 27°35'47" 175.79' 84.67' 60' 30' 20' 10' 108.90' 29.45' 25°31'48" 110' 49.01' 100' 44.56' 205°31'48" 38' 136.31' 48' 172.18' 25°31'48" 184.35' 82.14' 66' 33' 22' 11'104.94' 27.47' 23°20'19" 111' 45.21' 100' 40.73' 203°20'19" 38' 134.86' 49' 173.90' 23°20'19" 195.54' 79.65' 74' 37' 22' 15' 106.15' 28.08' 23°09'45" 115' 46.49' 100' 40.43' 203°09'45" 38' 134.74' 53' 187.93' 23°09'45" 198.48' 80.24' 78' 39' 28' 11' 121.38' 35.69' 28°47'56" 111' 55.79' 100' 50.26' 208°47'56" 50' 182.21' 61' 222.30' 28°47'56" 177.87' 89.41' SCHEDULE "H" CURVE 1 -EDGE OF AB CURVE 2 -EDGE OF AB CURVE 4 -EDGE OF AB - - 112'1 113.58' 31.79' 31°24'45"I98.05'I55.47'J - - 215°36'50" 38' 143.00' - - 4°12'05" 1831.70;1 60.99' CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS CUL-DE-SAC (ASYMMETRICAL) STD N 0. 801 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED A Y R. D NOTES: 1. SEE SHEET 2 FOR DIMENSION TABLE 2. SEE STANDARD No.400 FOR SIDEWALK ON INSIDE OF KNUCKLE. 3. 25' REGARDLESS OF R/W WIDTH. II CITY OF PALM DESERT I APPROVED BY: DEPARTMENT OF PUBLIC WORKS AIN. E R3 R2 N.T.S. STD N 0. Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED KNUCKLE DIMENSION TABLE R/W ROADWAY IMPROVEMENT WIDTH A B C D E R1 R2 R3 A2 R4 Ti R5 T2 50' 32' 25' 16' 9' 40.91' 69.09' 35' 51' 60' 10023"19" 100' 9.09' 109' 9.91' 56' 36' 28' 18' 10' 40.99' 70.00' 35' 56' 66' 10° 17' 48" 100' 9.01' 110' 9.91' 60' 40' 30' 20' 10' 41.04' 70.60' 35' 60' 70' 10° 14' 12" 100' 8.96' 110' 9.85' 66' 44' 33' 22' 11' 41.12' 71.49' 36' 65' 76' 10008'58" 100' 8.88' iii' 9.86' 74' 44' 37' 22' 15' 41.22' 72.66' 40' 69' 84' 10°02'13" 100' 8.88' 115' 10.10' 78' 56' 39' 28' 11' 41.27' 73.23' 36' 77' 88' 9°58'58" 100' 8.73' iii' 9.69' N.T.S. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS KNUCKLE STD NO. 802 SHEET 2 OF 2 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED LOCAL STREETS: THE GREATER OF EXISTING +1" A.C., OR 4" A.C. OVER 4" A.B. JOIN EXISTING A.C. PAVEMENT7 ALL OTHER STREETS: THE GREATER OF EXISTING +1" A.C., OR 5" A.C. OVER 10" A.B. WITH SMOOTH BUTT JOINT (NO FEATHERING) iSAW CUT TRENCH WIDTH+2' MIN. . , 1' MIN. \ TRENCH WIDTH 1' MIN_ J/ ,EXISTING A.C. PAVT. `V A.B. COMPACTED EARTH „FILL MIN. RELATIVE, COMPACTION 95%, 6" MAX. LIFTS OR USE 1 -CLASS CONCRETE SLURRY TRENCH SIDE SLOPES MAY VARY COMPACTED EARTH „FILL MIN. RELATIVE, COMPACTION 90%, 8" MAX. LIFTS OR USE 1 -CLASS CONCRETE SLURRY N BEDDING PER PLANS AND SPECIFICATIONS (MIN. 90% RELATIVE COMPACTION) "T -TRENCH" DETAIL NOT TO SCALE NOTE: AN ALTERNATIVE SECTION MAY BE SHALL BE SIGNED BY A LICENSED APPROVAL OF THE CITY ENGINEER. CONSIDERED. PROPOSED DESIGN ENGINEER AND IS SUBJECT TO TRANSVERSE TRENCH CUTS 0" TO 12" WIDE - REPAIR TRENCH WIDTH ONLY (NO "T -TRENCH") 12" TO 24" WIDE - REPAIR TRENCH WIDTH PLUS ADDITIONAL 1' "T" ON BOTH SIDES >24" WIDE - REPAIR TRENCH WIDTH PLUS ADDITIONAL 1' "T" ON BOTH SIDES PLUS GRIND/OVERLAY 0.1' MIN. DEPTH FOR AN ADDITIONAL 3' ON BOTH SIDES LONGITUDINAL TRENCH CUTS IN DRIVING LANES 0" TO 12" WIDE - REPAIR TRENCH WIDTH ONLY (NO "T -TRENCH") PLUS 0.1' GRIND AND OVERLAY FROM LANE LINE TO LANE LINE 12" TO 24" WIDE - REPAIR TRENCH WIDTH PLUS ADDITIONAL 1' "T" ON BOTH SIDES PLUS 0.1' GRIND/OVERLAY FROM LANE LINE TO LANE LINE >24" WIDE - REPAIR TRENCH WIDTH PLUS ADDITIONAL 1' "T" ON BOTH SIDES PLUS GRIND/OVERLAY 0.1' MIN. FROM LANE LINE TO LANE LINE FOR CAP, MILL CL TO LIP OF GUTTER, OR LANE LINE TO LIP OF GUTTER 0.1' SHOULDER TRENCH CUTS AT EDGE OF GUTTER - REPAIR TRENCH WIDTH ONLY (NO "T -TRENCH") OFF EDGE OF GUTTER - NO LESS THAN 5' "FLOATER" BETWEEN TRENCH AND GUTTER SLURRY OR FOG SEAL MAY BE REQUIRED UNLESS THE ROADWAY IS A DESIGNATED BIKE ROUTE, WHICH WOULD REQUIRE A 0.1' THICK GRIND/OVERLAY FROM EDGE OF GUTTER TO LANE LINE. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS UTILITY TRENCH PAVEMENT REPLACEMENT N.T.S. STD N 0. 803 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 10' 15 30' DIRECTION e e OF TRAVEL -------- oe_ _ _ _ _ H\\\ 1' TO BACK OF CROSSWALK/LIMIT LINE I II ii ii DIRECTION OF TRAVEL 1O'J530' --i -n--• - ___ - ____ ____ ____ ___ HE C DIRECTION �� �� e e= :iii: OF TRAVEL ee -------------------- 8 8 O ' ' 1' TO BACK OF CROSSWALK/LIMIT LINE NOTES 1. HOME RUN SAW CUTS WILL BE LAID -OUT IN THE FIELD. 2. RE -CUT LOOPS IN RIGHT TURN POCKETS, IF EXISTING. WINDING DETAIL SAWCUT DETAIL e - TYPE E MODIFIED LOOP 6' DIAMETER UNLESS OTHERWISE SPECIFIED ON THE PLAN cD — TYPE E LOOP NPE TYPE E MODIFIED : — E, RE —CUT IF EXISTING e - TYPE E MODIFIED LOOP SHALL BE WRAPPED A MINIMUM OF 4 TURNS 9 9 9 1 1 ii ir----------- --- 10' 1 9 J5 ___ ---------- --- O e I i i e e DIRECTION I i 11_ DIRECTION ii i r--------- ------- ----- i i i i--------------- ----- OF TRAVEL �I He e OF TRAVEL Ii 1Ie e iiII------------------------ pie e IIII--------- ------- ------------ --- I II lie e ii II ----------------------------- oe------------------ ------ I I I I ee _ _ _ _ _ ii _ _ 1' TO BACK OF CROSSWALK/LIMIT LINE NOTE: ABOVE DETAILS DEPICTS 3 THROUGH APPROACH LANES. ACTUAL NUMBER OF THROUGH APPROACH LANES MAY VARY. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR _ _ _ _ D H H 1' TO BACK OF CROSSWALK/LIMIT LINE it II DATE DEPARTMENT OF PUBLIC WORKS TYPICAL LOOP DETECTOR N.T.S. STD N 0. 900 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED Tvn r "n" r' A 1 I A I I 1 I/Li A IL WITH #6 TO CABINET 2-3"C, SIGNAL CONDU�T��� "�' r� 3" 2" MIN. CONDUIT FOR SIC/COMMUNICATIONS CABLES vr\ JUINU F\UU (GREEN) WIRE GROUND BUS CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR SIDE VIEW DI AM \/IF'IAI DATE C, SERVICE GROUND ROD BINET ,D TO STING GROUND DULL BOX EXTENSION CONDUCTORS, TED PER PLAN ET DEPARTMENT OF PUBLIC WORKS N.T.S. STD N 0. TYPE "P" CONTROLLER ASSEMBLY 901 DETAIL Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 2 T\/r r "n" /% A r IKIrT I / L /\ IL/ WITH #6 TO CABINET 2-3"C, SIGNAL CONDUCT' /r% " ri' VI\VVIVV I\IJV (GREEN) WIRE GROUND BUS CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR 3" 2 1/2"c, FO —SIC SIDE VIEW DATE C, SERVICE GROUND ROD �..�...� . 3 BINET �D TO STING GROUND DULL BOX EXTENSION CONDUCTORS, TED PER PLAN ET DEPARTMENT OF PUBLIC WORKS N.T.S. STD N 0. TYPE "R" CONTROLLER'902 ASSEMBLY DETAIL Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 2 1/2" MIN. CONDUIT IN ROADWAY PAVEMENT WITH MAX 22.5° SWEEP 1/2" MIN. CONDUIT TO SIDEWALK OR DIRT 2 1/2" MIN. SIDEWALK OR CONDUIT IN DIRT SWEEPS (TYPICAL) 24" X 36" X 30" DEEP COMMUNICATION PULL BOX PER SPECIAL PROVISIONS PLAN VIEW 2 1/2" CONDUIT OR AS STATED IN PLANS 24" X 36" X 30" DEEP COMMUNICATION PULL BOX PER SPECIAL PROVISIONS EXISTING SIDEWALK EXISTING SIDEWALK OR DIRT SURFACE ,-EXISTING DIRT SURFACE 2 1/2" MIN. DEPTH OF DIRECTED CONDUIT AT 30" UNLESS OTHERWISE CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR 45° SWEEPS (TYPICAL) SIDE VIEW DATE 2 1/2" MIN. CONDUIT AT DEPTH OF 30" UNLESS DIRECTED OTHERWISE DEPARTMENT OF PUBLIC WORKS INTERCONNECT PULL BOX DETAILS N.T.S. STD N 0. 903 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 2 1/2" L`t A JV A JU UCCr COMMUNICATION PULL BOX PER SPECIAL PROVISIONS NOTE 1. CONDUIT, CONDUCTORS AND PULLBOXES SHALL BE PER THE PLAN. 2. THIS DETAIL IS SCHEMATIC. FIELD CONDITIONS MAY REQUIRE VARIED CONFIGURATIONS. 3. SIGNAL AND FO -SIC CONDUCTORS MUST BE ISOLATED FROM EACH OTHER. FO -SIC - FIBER OPTIC SIGNAL INTERCONNECT. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE ;ONDUIT DEPARTMENT OF PUBLIC WORKS FO -SIC ISOLATION DETAIL N.T.S. STD N 0. 904 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED DIS TAN( TO VARY DOUBLE WRAPPED 201 STAINLESS STEEL 3/4 STRAP EXISTING MAST ARM ics NON-ADJUSTABLE O O STAINLESS STEEL NY -LOCK NUT NON-ADJUSTABLE BRACKET 13-1/2 (QTY. 1 PER ADJUSTABLE O Oo BRACKET ) (18-8 GRADE) JAM PIN: QTY. 1 PER BRACKET (1070-1095 CARBON PER PLATED ASTM B633S 4 1/2" SHORT EXTENSION ADJUSTABLE CAST ALUM. CLEVIS BRACKET 304 STAINLESS STEEL CLEVIS BOLT 13-1/2x3 (18-8 GRADE) SIGN FIXTURE BODY 10" LONG EXTENSION CITY OF PALM DESERT I APPROVED BY: ©© ADJUSTABLE BRACKET 11 3/4" MIN TO 32 1/2" MAX WITH EXTENSIONS ADJUSTABLE CAST ALUM. CLEVIS BRACKET JAM PIN: QTY. 1 PER BRACKET (1070-1095 CARBON PLATED PER ASTM B633) SIGN FIXTURE BODY A (SEE STD. DWG. NO. 905 SHEET 2) X W CV W (1) 1 N) cn W UJI- 0 c o C) o -JA (SEE STD. DWG. NO. 905 SHEET 2) DEPARTMENT OF PUBLIC WORKS N.T.S. STD N 0. Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED CCI C' I I IIDDI('ATING WASHER OD=0.87.` ID=0.5" THICKNES 3/4" HEX NYLOCK P 1/2" HEX NYLOC 3/4" HEX NYLOCK NUT - 1/2" HEX NYLOCK J/ U L.111 UVI L I LI \ THROUGH HOLE SECTION A -A NOTES ALL MATERIAL SHALL BE 6061-T6 ALUMINUM OR ALL HARDWARE SHALL BE STAINLESS STEEL. ALL NUTS SHALL BE STAINLESS STEEL NYLOCK. 10" AND 4 1/2" EXTENSIONS SHALL BE PROVIDED BRACKET SET SHALL BE PER STD. DWG. NO. 905 CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR SELF LUBRICATING BUSHINGS 3" X 3/4" HEX BOLT 1 1/2" SHOULDER 1 1/2" THREAD SOCKET CAP SCREW 1/2" BEADED IZE 1 /4"-20 3/4" HEX BOLT EADED ;OCKET CAP SCREW /8" E 1 /4"-20 ADED BETTER. WITH EACH SHEET 1. WASHER OD=0.875" ID=0.5" THICKNESS=0.031" 3/4" HEX NYLOCK NUT WASHER OD=1.125" ID=0.5" THICKNESS=0.062" BRACKET SET AND INSTALLED AS NEEDED. DATE DEPARTMENT OF PUBLIC WORKS IISNS MOUNTING DETAIL N.T.S. STD N 0. 905 SHEET 2 OF 2 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED STREET NAME TO BE CENTERED ON PANEL 0.75" FRAME TYPICAL 10" U.C. 7.5 U.C. 2 U.C. NOTES: �O 4"* * - POSITION CAN BE ADJUSTED TO AVOID CONFLICT WITH LOWER CASE LETTERING STANDARD PANEL 4"* 1) SIGNS SHALL BE TYPE "A" PER 2010 STATE STANDARD SPECIFICATIONS SECTION 86-6.09 AND 2010 STATE STANDARD PLAN #ES -7P EXCEPT ALL REFERENCE TO FLUORESCENT LAMP AND BALLAST ILLUMINATION IS AMENDED TO READ: "INTERNAL ILLUMINATION OF SIGN SHALL BE DONE THROUGH ILLUMICOM LED RETROFIT KIT OR NATIONAL SIGNAL MATRIX LED RETROFIT KIT. THE LED LIGHT ENGINE LIFE SHALL BE RATED FOR A MINIMUM OF 50,000 HOURS, WITH SPARE PERIOD OF FIVE YEARS FROM DATE OF PURCHASE. THE EQUIPMENT SHALL HAVE A DATE OF MANUFACTURE AS PART OF THE SERIAL NUMBER. ALL UNITS PROVIDED SHALL HAVE A MANUFACTURE DATE CODE OF NO MORE THAN 6 MONTHS FROM DATE OF DELIVERY. THE LED LIGHT SHALL BE UNIFORMLY DISTRIBUTED ACROSS THE SIGN PANELS. STRIPING OR PIXILATION OF SIGN PANEL SHALL NOT BE VISIBLE. ENERGY SAVINGS SHALL BE AT A MINIMUM OF 60% OF STANDARD T12 FLUORESCENT LIGHTING TYPICALLY FOUND ON IISNS.1) 2) PANELS SHALL BE FOR EITHER 72" OR 96" HOUSING AS REQUIRED. 3) SIGN FACE SHALL BE CONSTRUCTED PER 2010 STATE STANDARD SPECIFICATIONS SECTION 86-6.09. 4) WHITE LETTERING ON GREEN BACKGROUND. NO BORDER. LETTER AND NUMBER SIZES AS SPECIFIED ABOVE. 5) ILLUMINATED STREET NAME SIGNS SHALL NOT DISPLAY A SUFFIX, (I.E.: ST., DR., CIR., ETC.) EXCEPT AS DIRECTED BY THE ENGINEER OR AS NOTED ON THE PLANS. 6) HWY. SERIES "E" LETTERING PREFERRED EXCEPT SERIES "C" OR "D" MAY BE USED IF NEEDED. LETTER SPACING MAY BE ADJUSTED TO AVOID LOWER CASE LETTERING CONFLICTS. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS INTERNALLY ILLUMINATED STREET NAME SIGNS 0O " N.T.S. STD N 0. 906 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED REGIONAL LENGTH: 36", 42", OR 48" (FOR ARTERIAL & SECONDARY STREETS) a" AVE. STREET NAME CITY OF PALM DESERT�1 3/4" 3" ]3-000 RESIDENTIAL (FOR RESIDENTIAL, COLLECTOR & LOCAL STREETS) a' LENGTH: 36", 42", OR 48" z" AVE. O STREET NAM E" 2 ,iz• 73-000 SPECIFICATIONS 3/8" SILVER BORDER 3/8" SILVER BORDER DESIGN APPROVAL Street name sign layout requires Public Works approval prior to fabrication. BASE METAL The base metal substrate shall be sheet aluminum alloy Zumar Model 812Ex25Q (or approved equal). BLADE SIZE There shall be two sizes of street name signs. Regional and Residential. Regional shall be 12 inches and residential shall be 10 inches. The horizontal length shall be determined by �he legend. REFLECTIVE SHEETING: TM 3 Sign shall have 3M Diamond Grade DG reflective sheeting overlay and 3M 1160A Anti Graffiti film overlay. PROCESSING: Colors shall be silver coprinish on green background with 3/8 inch silver border. The sign shall be reversed screened and coated with a clear . The Residential sign shall have a 5 inch Palm Desert City Seal logo. The logo shall be reversed silk screened. MESSAGE LENGTH: The length of the message will be dependent upon the name length plus its suffix and block numbers, but shall be in multiples of six inches. Regional signs shall have an overall length of not less than 36 inches and not over 54 inches. Residential signs shall have an overall length of not less than 36 inches and not over 48 inches. LETTER SIZE AND SERIES: Street name legend and„ suffix ,shall • be upper and lower case lettering in standard lengths and shall be fabricated using standard FWHA B or C Series letters for all copy. Regionalsign shall have. 8 inch upper case and 8 inch lower case legend with 3inch suffix and block number. Residential sign shall 8 inch upper case and 41/2 inch lower case legend. The suffix shall be 2 inches and the block number shall be 21/2 inches. MOUNTING HOLES: Two 3/8 inch diameter holes shall be drilled on both the top and bottom of the sign to match the metal substance above. N.T.S. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS STREET NAME SIGNS STD N 0. 907 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED DOUBLE FACED SIGNS FOR EACH STREET NAME PER C.P.D. STD. 907. VANDAL -PROOF HARDWARE FOR FASTENING AS APPROVED BY THE CITY ENGINEER. A * PLACE SIGN 2' MIN. FROM CURB OR 5' MIN. FROM EDGE OF PAVEMENT WHERE CURB DOES NOT OCCUR. w 0 o I i N N 3" t 0 0 0 0 0 0 0 0 ° C-) a- Or w c N x d I d ° LL1 I 1 d 1d 4 ° 1° 4 d d ° Li ° d 4 4 ° a SLEEVE CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR ECR d 4 ° d a ° 4'Li d � d FOR POST INSTALLATION SEE DETAIL _ / Li - + COLD 12" I JOINT Li a N POST POST SLEEVE DETAIL N.T.S. TYPICAL PLACEMENT NOTES: 1. STREETS WIDER THAN 64 FEET (SECONDARY AND ABOVE), SHALL HAVE NEW STREET NAMES INSTALLED ON THE NEAR SIDE CORNERS FOR EACH DIRECTION OF TRAVEL. 2. ALL SIGN POSTS ARE TO BE 2" TELESPAR SQUARE TUBE WITH ANCHOR BREAKAWAY ASSEMBLY. 3. THE RETROREFLECTIVITY FOR ALL REGULATORY SIGNS SHALL MEET ASTM STANDARD D 4956 TYPE IX (3M CO. DIAMOND GRADE OR APPROVED EQUAL) WITH ANTI -GRAFFITI SHEETING. NOTE: ALL SIGN POSTS TO BE INSTALLED IN 560-C-2800 CONCRETE DATE DEPARTMENT OF PUBLIC WORKS STREET NAME SIGN INSTALLATION N.T.S. STD N 0. 908 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED NONE: POST INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARD DRAWING NO. 908 SIGNS HEIGHTS Warning Signs shall be mounted at a height of at least 5 feet, measured from the bottom of the sign to the near edge of the pave— ment. In business, commer— cial and residential areas where parking and/or pedestrian movement is likely to occur or where there are other obstructions to view, the clearance to the bottom of the sign shall be at least 7 feet. The height to the bottom of a secondary sign mounted below another sign may be 1 foot less than the appropriate height specified above. Regulatory Sign The bottom of the sign shall be 5 feet above the surface of the pavement on conven— tional highways. In urban areas and where parking is prevalent, the bottom of the sign shall be placed at least 7 feet above the top of the curb. Any Modifications must be per the approval of the City Engineer. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS TYPICAL SIGN POST N.T.S. STD N 0. 909 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 24" III 6" TYPE N-1 REFLECTORIZED BACKGROUND OR WITH NINE (9) REFLECTORS 3-1/2' p 44 . ° .. . . • 4 • k I (1T . 30" 5' QWIK PUNCH 4 . 4 4 4 TYPE "D" INUIt: IF THE RADIUS OF THE MEDIAN NOSE IS 2' OR LESS, PLACE THE SIGN 3' FROM END OF MEDIAN NOSE. (SEE STD. 911) ° 101 12" ONE WAY lol 1' MIN. R10 .4 - . 4 4 - d44 4 • . • 44 4 • 4 44 • • •• • • •- • 4 • 4 - • 4 •- POST INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARD DRAWING NO. 908. RPM'S SHALL HAVE A GLASS REFLECTING FACE WITH A MINIMUM AREA OF 3.25 SQUARE METERS. N.T.S. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS TYPICAL MEDIAN NOSE SIGN INSTALLATION STD N 0. 910 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED NOTE: POST INSTALLATION SHALL BE IN ACCORDANCE \A STANDARD DRAWING NO. 908. SIGNS R4-7 & R6-1 PER THE CALIFORNIA MAN OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD; 18" R4 -7c 6" 0 n R6 -1R 110 0M2 -2V 3-1/2' (6"X12") O O O 2' 0 30" QWIK PUNCH POST f • -. 4 , a • •4 4 FRONT VIEW CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR 5' FACE OF CURB RADIUS = 1' R6 (36"> N.T.S. DATE DEPARTMENT OF PUBLIC WORKS TYPICAL MEDIAN NOSE SIGN INSTALLATION (2 -FT NOSE) STD N 0. 911 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 0.5' O N r VARIES CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR J LiJ 0 m U MARKING SHALL BE PREFORMED THERMOPLASTIC AS APPROVED BY THE CITY. NOTE: MARKING TO BE CENTERED IN BIKE LANE II LOCATION PER PLAN PER GOLF CART PAVEMENT STENCIL DETAIL; CITY OF PALM DESERT STANDARD DRAWING 917 DATE DEPARTMENT OF PUBLIC WORKS N.T.S. STD N 0. BICYCLE/GOLF CART I 912 LANE SIGNS & PAVEMENT MARKINGS Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED MEMENEW mmompumma SOMEONEl ri _____ Ii II ______ 1 VA ITIlI ir _ v 11 ____ _______ ) 4_I'__ ____ _____ _ __ ENE'r _ qrAAmmi V4 _ I so1 MINEEMENEEMENEEMENEEMENE Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 1/4" 1/4" 0O SYMBOL PER CITY STD. DWG. 913 0 12" 0 R=1-1/2" (TYPICAL) COLORS BORDER AND LEGEND — BLACK (Non —Reflective) BACKGROUND — WHITE (Reflective) CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE N DEPARTMENT OF PUBLIC WORKS GOLF CART LANE SIGN 3/4" N N 1 " = 1 STD NO. 914 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 1/4" 1/4" SYMBOL PER CITY STD. DWG. 913 Lw� 12" COLORS BORDER AND LEGEND — WHITE (Non —Reflective) BACKGROUND — GREEN (Reflective) CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE R=1-1/2" (TYPICAL) N DEPARTMENT OF PUBLIC WORKS GOLF CART ROUTE SIGN N 1 " = 1 STD N 0. 915 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED P1 ', " NOTES: 1. R81A(CA) "BEGIN" SIGN SHALL BE INSTALLED BELOW MID -BLOCK BIKE/GOLF CART LANE SIGN AT THE START OF EVERY BIKE LANE. 2. "MID -BLOCK" SIGN SHALL BE INSTALLED EVERY 500 LINEAR FEET, UNLESS OTHERWISE SPECIFIED BY THE CITY. 3. R81B(CA) "END" SIGN SHALL BE INSTALLED BELOW MID -BLOCK EVERY BIKE LANE. 4. FOR BICYCLE FACILITIES SPECIFIC SIGNAGE, REFERENCE THE CONTROL DEVICES (MUTCD). CITY OF PALM DESERT I APPROVED BY: BIKE/GOLF CART LANE SIGNAT THE END OF CALIFORNIA MAN UAL OF UNIFORM TRAFFI C N.T.S. DEPARTMENT OF PUBLIC WORKS I STD N0. BICYCLE/GOLF CART LANE COMBINATION 916 MARTIN ALVAREZ DATE SIGN PUBLIC WORKS DIRECTOR ■■■■■■■■■■■■■II■■■■■■■■■■■■■■■■■■■■■■1■■■■■■■■ ........................................... ■■■■■■■■■■■■■1111■■■■■■■I.■\■■■■■■■I■I■■■■■■■■■■■ ■■■■■■■■■■■■■lJ■■■■■■■II■■1\■■■■■■I■I■■■■■■■■■■■ ■■■■■■■■■■■■■G7■■■■■■■11■■II■■■■■J■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■IIII••■■■■■■I,■■■L■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■IIII■■■■■■■■i■■■I■■■■■■■■■■■■■■■ri■■ ■■■■■■■■■■■■uu■■■■■■■r.■■■■11■■■■■■■■■■■■■i ■■■■■■■■■■■■'■i■■■■■■■A■■■■11■■■■■UU■■■■■■ ■■■11 ■■■■■■■■■■■■■■■■■■■■►i■■■■■n■■5■I■I■■■■■:■■:� ■■■■■■■■■■■G:7■1■■■��■�■��i■■II■►I■1111■■■■JL■■'!•_u ■■■■■■■■■■■1�1�■\\■►.�■►■■rim■■II■■■1111■■■■■■■■■I■ ■■■■■■■■■ii■i!■■■■■■■■■u■/1■■G1■■■■■■■■■I■ ■■■■■■■■II■■■■►]11\[/%\11\■■■■1111■■■1111■■■■■■■■■I■ ■■■■■■■I■■■■II■■■IeI■■\\�■■■►.■L■■�■■■1111■■■■■■■■■I■ ■■■■■■II■■■■r■■■I■■■■rl■■■■■■■■■■■■■■■I■■■■■■I■ ■■■■■I■■■!!III■■■I■I ■■■11■■■■■■■■■■■■■■■I■■■■■■I■ ■■■■■■■■■■■■r■L■■■■11■■■■■■■■■■■■■■■I■■■■■■i)t ■■■■rl■■■■■■■■4■►J■■■■■11■■■■■■■■■■■■■■■■■■■■■I ■■■■II■■■■■■■■■r■■■■■■11■■■■■■■■■■■■■■■■■■■■■11 ■\■■■ ■■►\�/.•■I■ ■■■■I■ ■■■■■■■■■ ■1ki,49%2■■■■■■■■■ ■■■■■■■■i!'i JI■■■■■■■■■■■■■■■■i■■uI■■■■■■■■■■ Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED Co LO!! co II Q0 2" 48" BICYCLE DETECTOR PAVEMENT MARKING NOTES: 1. USE GREEN COLORED PAVEMENT MARKINGS. SEE CVAG ACTIVE TRANSPORTATION DESIGN GUIDELINES AS A GUIDE. 2. SYMBOL SHALL BE PLACED OVER BICYCLE DETECTION LOOPS IN PAVEMENT AT SIGNALIZED INTERSECTIONS TO INDICATE THE OPTIMUM POSITION FOR A BICYCLE TO ACTIVATE THE SIGNAL AS DIRECTED BY THE CITY. 3. SIGN R10-22 IN THE CALIFORNIA MUTCD (CURRENT EDITION) MAY BE INSTALLED TO SUPPLEMENT THE PAVEMENT MARKINGS AS DIRECTED BY THE CITY. 4. MARKINGS SHALL BE PREFORMED THERMOPLASTIC AS APPROVED BY THE CITY. N.T.S. CITY OF PALM DESERT I APPROVED BY: DEPARTMENT OF PUBLIC WORKS I STD N0. BICYCLE DETECTOR I 918 MARTIN ALVAREZ DATE PAVEMENT MARKING PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 48" 40" NOTES: N 1. USE GREEN COLORED PAVEMENT MARKINGS. SEE CVAG ACTIVE TRANSPORTATION DESIGN GUIDELINES AS A GUIDE. 2. MARKINGS SHALL BE PREFORMED THERMOPLASTIC AS APPROVED BY THE CITY. CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS BICYCLE PAVEMENT MARKING N.T.S. STD N 0. 919 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE "BIKE LANE CLOSED" SIGN MOUNTED ON BARRICADE OR FLAG TREE W11-1, "BIKE LANE SYMBOL" SIGN AND W16-1, "SHARE THE ROAD" SIGN ON BARRICADE OR FLAG TREE "BIKE LANE CLOSED AHEAD" SIGN MOUNTED ON BARRICADE OR FLAG TREE AT CROSS STREET NEAREST CLOSURE DEPARTMENT OF PUBLIC WORKS BICYCLE/ LANE GOLF CART CLOSURE N.T.S. STD N 0. 920 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED RUBBER (OR E TO BAN D OVER CINCH TIES 2 EMITTERS PE TREE MINIMUM. PLACED AT ED, OF ROOTBALL. ON UPHILL SIC PLANTED ON S CITY OF PALM DESERT I APPROVED BY: DO NOT OVER TIGHTEN CINCH TIES, ALLOW TREE TO MOVE. 2 1/2" LODGE POLE PINE TREE STAKE (2 EACH) MINIMUM 12" AWAY FROM EDGE OF ROOTBALL SET TOP OF ROOT CROWN AT FINAL GRADE DEPRESSED WATERING BASIN FINISH GRADE NATIVE UNDISTURBED SOIL NOTES: FOR PLANT PIT SIZE REFER 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) N.T.S. DEPARTMENT OF PUBLIC WORKS I STD N0. TREE INSTALLATION 1000 MARTIN ALVAREZ DATE PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED DEPRESSED WATERING BASIN SET TO TOP OF ROOT CROWN AT FINAL GRADE FINISH GRADE ROOT ZONE NATIVE UNDISTURBED SOIL 2X ROOTBALL NOTES: PLANT SHRUBS MINIMUM OF 3' FROM CURB IN MEDIANS, 3 FROM CURB/SIDEWALKS IN PARKWAYS OR AS NOTED ON PLANS APPLY 1" THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL FORM 3" BERM TO CREATE TEMPORARY WATERING BASIN (USE WITH ONE BUBBLER EMITTER MINIMUM IRRIGATION ONLY) CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE N.T.S. DEPARTMENT OF PUBLIC WORKS I STD N0. SHRUB INSTALLATION 1 0 01 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED MINIMUM 2 EMITTERS PER TREE TO BE PLACED AT EDGE OF ROOTBALL. PLACE ON UPHILL SIDE IF PLANTED ON SLOPE NOTES: TAMP & WATER -SETTLE WHILE PLANTING TOP OF ROOT BALL NOT TO BE LOWER THAN FINISH GRADE APPLY 1" THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE II A AIT I1A I 1I SO MB THAT DISTURBED SOIL DEPARTMENT OF PUBLIC WORKS PALM TREE INSTALLATION N.T.S. STD N 0. 1002 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED NOTES: APPLY 1" THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS ESPALIER DETAIL )IL N.T.S. STD N 0. 1003 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED BURY BOULDERS MIN 1/3 OF THEIR DIAMETER INTO FINISH GRADE. 1/3 OF BOULDER BURIED IN ADDITION TO 12" MAX HEIGHT. FINISH GRADE 2/3 /3 __ __ CURB a ° H II�� ALL CAVITIES AND VOIDS 24" MIN. ARE TO BE BURIED SLOPED GRADE FINISH GRADE 2/3 1/3 LEVEL GRADE NOTES: Illli� ALL CAVITIES AND VOIDS ARE TO BE BURIED ALL BOULDERS TO BE A MINIMUM 24" FROM CURB/HARDSCAPE UNLESS NOTED ON PLAN BOULDERS IN CLUSTERS TO BE SET AT VARIOUS HEIGHTS PER CITY APPROVAL CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS BOULDER INSTALLATION N.T.S. STD N 0. 1004 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 24" MIN. CLEARANCE FROM SIDEWALK BOULDERS PER STD. 1004 FINISH GRADE 2" BELOW CURB/SIDEWALK. IVIIJIJIVV I\LI LI\LINL'L LIIVL CURB & GUTTER OR OTHER HARDSCAPE FEATURE PER PLAN. 2" MOUND HEIGHT PER PLAN (IE +12", +18") NOTES: MOUNDS ARE PER DIAGRAM MOUND SHAPES DO NOT REPRESENT ACTUAL CONTOURS GRADE TO ACTUAL SITE CONDITIONS OR REFER TO LANDSCAPE PLANS GIVE PRIORITY TO DRAINAGE OF PLANTED AREAS. FINISH SURFACE MUST BE 2" BELOW ADJACENT CURB OR SIDEWALK CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS MOUNDING DETAIL N.T.S. STD N 0. 1005 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED MEDIAN WIDTH VARIES 3"-6" GROUTED COBBLE STONE FIRM WELL COMPACTED SUBGRADE NOTES: SET COBBLE IN 6" THICK CONCRETE MAINTAIN 1/2" SPACE BETWEEN ROCKS. GROUT ALL JOINTS, REMOVE EXCESS CONCRETE IN JOINTS. TROWEL TO 1/2" DEEP BETWEEN JOINTS. CONCRETE MIX TO BE: 6 SACKS WITH PEAGRAVEL/SAND SLURRY MIX COBBLE STONE PATTERN RANDOM PLACED WITH FLAT SIDE UP, 50% BURIED IN CONCRETE CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE 6" FCC CURB DEPARTMENT OF PUBLIC WORKS GROUTED COBBLESTONE MEDIAN DETAIL N.T.S. STD N 0. 1006 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED CASE 1 - CURBSIDE SIDEWALK - PARKWAY VARIES R/W 1h 2 MAX. CASE II 6" MIN. 24" MIN. 6' OR 8' SIDEWALK 1.5% (2.00% MAX AS -BUILT =iiiiii=iii=irri- 2" BELOW CURB/SIDEWALK - MEANDERING SIDEWALK - PARKWAY VARIES (12' MIN.) 3"MIN. VARIES 3' MIN, 6' OR 8' SIDEWALK 1.5% (2.00% 3"MIN. MAX AS -BUILT) - I .C. ROADWAY P.C.C. CURB & GUTTER A.C. ROADWAY 24„ P.C.C. CURB R/W MIN. & GUTTER 2" BELOW CURB/SIDEWALK NOTE: FINISH SURFACE MUST BE 2" BELOW ADJACENT CURB OR SIDEWALK CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS PARKWAY LANDSCAPE MOUNDING N.T.S. STD N 0. 1007 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED CASE III(A) - RAISED MEDIAN ISLAND P.C.C. CURB A.C. ROADWAY 12" MIN. CASE A.C. ROADWAY 3" MIN. NOTE: 3" MIN. z 2 MAX. MAX. 3" MIN. P.C.C. CURB PER STD. 400 .,--A.C. ROADWAY 2" BELOW CURB/SIDEWALK -u12" MIN. III(B) - DEPRESSED MEDIAN ISLAND i _ VARIES i DEPTH PER PLAN 2" BELOW CURB/SIDEWALK P.C.C. CURB PER STD. 400 A.C. ROADWAY 3" MIN. FINISH SURFACE MUST BE 2" BELOW ADJACENT CURB OR SIDEWALK CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS MEDIAN LANDSCAPE MOUNDING N.T.S. STD N 0. Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 2" BELOW CURB/SIDEWALK MOUNDING SWALE 24" MIN. CLEARANCE FROM SIDEWALK IVIOUIVU RL[ LRLIAUL LIINL FINISH GRADE BOULDERS PER STD. 1004 CURB & GUTTER OR OTHER HARDSCAPE FEATURE PER PLAN. •. MOUND HEIGHT PER PLAN (EXAMPLES +12", +18") NOTES: MOUNDS ARE PER DIAGRAM MOUND SHAPES DO NOT REPRESENT ACTUAL CONTOURS GRADE TO ACTUAL SITE CONDITIONS GIVE PRIORITY TO DRAINAGE OF PLANTED AREAS. FINISH SURFACE OR SIDEWALK CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR MUST BE 2" BELOW CURB DATE 2" BELOW CURB/SIDEWALK DEPARTMENT OF PUBLIC WORKS MEDIAN GRADING DETAIL N.T.S. STD N 0. 1009 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED BOULDERS PER STD. 1004 CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR NOTES: EDGE OF COBBLE TO BE FREEFORM A STRAIGHT EDGE 1 /3 OF BOULDER BURIED WITH ALL CAVITIES AND TO BE BURIED. VOIDS 6"-8" CURB FACE STONE LAYOUT DO NOT FORM BOULDERS TO BE PLACED AT EDGE OF COBBLE STONE LAYOUT PER PLAN BOULDER PLACEMENT AWAY FROM BACK OF NOT TO EXCEED 12 FROM TOP OF CURB DATE DEPARTMENT OF PUBLIC WORKS N.T.S. STD N 0. BOULDER PLACEMENT I 1 01 0 (MEDIAN) Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED MAR LE; STREET JLI VIV VIVVIJIVI\ULV IVIIIIVL 'J\../IL ERIES UAL R- SCH. 80 PVC LATERAL PER PLAN. NOTES: SET BUBBLER MINIMUM 12" AWAY FROM ROOT BALL SET PALM/TREE ON NATIVE UNDISTURBED SOIL PROVIDE MINIMUM 2" DEPTH OF CLEAN BACKFILL UNDER IRRIGATION PIPES TREE PIT PER PLANTING DETAILS CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS PALM TREE IRRIGATION DETAIL N.T.S. STD N 0. 1011 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. FINISH GRADE. �„ IIII IIII z xQ NON -PRESSURE o° N MIN.__ LATERAL LINE PIPING PRESSURE MAIN LINE PIPING 2»� PROVIDE 2" DEPTH OF MIN. CLEAN BACKFILL. e a a °a ° CONTROL WIRES - TAPE AND BUNDLE / ° ° ° \EVERY 10 FEET. INSTALL ADJACENT „ TO PRESSURE MAIN LINE. 6 PROVIDE 2" DEPTH OF CLEAN BACKFILL. NOTES: TAPE AND BUNDLE 14g SINGLE STRAND CONTROL WIRE EVERY 10 FT. INSTALL ADJACENT TO PRESSURIZED MAIN LINE. COIL 24 IN OF WIRE IN ALL CORNERS. SEE IRRIGATION SPECS. FOR BACKFILL AND COMPACTION REQUIREMENTS. MINIMUM BACKFILL DEPTHS FROM FINAL GRADE TO TOP OF MAINLINE 18 IN FOR PIPE SIZES 2 1/2 IN AND SMALLER 24 IN FOR PIPE SIZES 3 IN AND LARGER. PROVIDE MINIMUM 2" DEPTH OF CLEAN BACKFILL UNDER IRRIGATION PIPES. NO ELECTRICAL CONDUIT TO BE PLACED IN IRRIGATION TRENCH. N.T.S. CITY OF PALM DESERT I APPROVED BY: DEPARTMENT OF PUBLIC WORKS STD N 0. TRENCHING 1 01 2 MARTIN ALVAREZ DATE DETAIL PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED PVC CON[ SWELr LLL-L I / L I V V V\JIVVVI I L I / L AIIT/IAAATI/' " 'TOLLER INSIDE ENCLOSURE STEEL PEDESTAL GRADE 4" THICK CONCRETE FOOTING ZECT BURIAL CONTROL WIRES CONTROL VALVES NOTES: POUR A 4" THICK CONCRETE PAD PER CITY STANDARD 560-C-2800 ENCLOSURE TO BE TAMPER PROOF AND VANDALISM RESISTANT INSTALL ALL WIRING PER LOCAL CODE CITY OF PALM DESERT I APPROVED BY: DEPARTMENT OF PUBLIC WORKS N.T.S. STD N 0. CONTROLLER W/ 1 01 3 MARTIN ALVAREZ DATE ENCLOSURE PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED INSIDE VIEW OF CONTROLLER PROG. KEY TERMII\ 12 OR 1 DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES NOTES: AMBIENT LIGHT POWERED IRRIGATION CONTROLLER POUR A 1-1/2 CU. FT. CONCRETE BASE PAD PER CITY STANDARD 560-C-3250 OR MANUFACTURER'S RECOMMENDATION CITY OF PALM DESERT I APPROVED BY: MOUNTING COLUMN _ #MCOLXL(LONG) 'PROVED EQUAL KAIN- DEPARTMENT OF PUBLIC WORKS N.T.S. STD N 0. AMBIENT LIGHT 1014 MARTIN ALVAREZ DATE IRRIGATION CONTROLLER PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED MCV PLAN WATER PROOF FINISH GRADE WIRE CONNECTORS COIL WIRE ID TAG PER SPECS I -______ SCH. 80 NIPPLE T.O.E. W/SS PVC COUPLING SCH. 40 PVC PIPE ----- PVC CC 90` ELL. SCH. 40 PVC PIPE TO VALVES SECTION CONTROL WIRE .PVC SCH.40 PIPE BRASS, COPPER, OR SCH. 80 PVC PIPE "" TO P.O.C. BY CVW D ° ° ° COMMON BRICK (4 REQ.) ° °°° ° °°° °° ° °° ° °° 0%0000 6° 0 ° Q° 0 O ° ° ° ° ° OO OO ° 3/4" CRUSHED AGGREGATE, COMMON WIRE TO OTHER VALVES ON THE SAME CONTROLLER MAIN LINE FITTING W/SOLVENT WELD OUTLET NOTES: RAIN BIRD BG SERIES ELEC. CONTROL VALVE OR APPROVED EQUAL RECTANGULAR VALVE BOX W/GREEN BOLT DOWN COVER IN TURF AND TAN IN SHRUB BEDS HEAT BRAND VALVE STATION NO. ON LID 2" HIGH CHARACTERS ALL FITTINGS AND PIPE TO BE EITHER BRASS OR COPPER FROM POINT OF CONNECTION TO CONTROL VALVE ASSEMBLY CONTROL WIRES FROM CONTROLLER TO BE COLOR ORANGE UNLESS OTHERWISE SPECIFIED BY THE CITY OF PALM DESERT ALL CONNECTORS TO BE WATERPROOF CITY OF PALM DESERT I APPROVED BY: DEPARTMENT OF PUBLIC WORKS 8» N.T.S. STD N 0. MASTER VALVE 1 01 5 MARTIN ALVAREZ DATE ASSEMBLY DETAIL PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED SCH. 40 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 SCH. 40 PVC PIPE EXTENSION, DIA. TO ALLOW FOR MOVEMENT OF HANDLE ON VALVE LENGTH AS REQUIRED. SCH. 80 NIPPLE TOE W/SS PVC COUPLING CITY OF PALM DESERT I APPROVED BY: ZEQUIRED) DEPARTMENT OF PUBLIC WORKS N.T.S. STD N 0. BALL VALVE 1 01 6 MARTIN ALVAREZ DATE ASSEMBLY DETAIL PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED PLAN MALE ADAPTER HOSE THREAD FINISH GRADE SALCO A/R FLEXIBLE PVC HOSE 40 PVC PIPE SECTION NOTES: 10" ROUND VALVE BOX WITH TAN COVER OR GREEN IN TURF HEAT BRAND "FV" ON LID IN 2" HIGH CHARACTERS. AG PRODUCTS 3/4" -(PLASTIC) BALL VALVE PVC SCH. 40 MALE ADAPTER HOSE THREAD SALCO A/R FLEXIBLE PVC HOSE MINIMUM 3 FOOT LENGTH (OR APPROVED EQUAL) USE TEFLON TAPE ON ALL MALE PIPE THREADS N.T.S. CITY OF PALM DESERT I APPROVED BY: DEPARTMENT OF PUBLIC WORKS STD N 0. MARTIN ALVAREZ DATE VANVEDETAIL 1 01 7 PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED WALK OR CURB. 12" MAX. 6" MIN. HOSE CLAM PVC SCH. 80 NIPPLE (SIZE AS NEEDED) SCH. 80 PVC 90 STREET ELL. PVC PIPE FITTING NOTES: 2" 10" LID 2" FINISH GRADE OO O p 0 I O VIl O O O O O ° o° O O0000 0° O0 O O O 8 ° O Oo O O o°00 °®fP o°�oO OO ODOB 0° °°O MAIN LINE PVC PIPE VALVE BOX COLOR GREEN IN TURF AREAS TAN IN DECOMPOSED GRANITE PLANTING BEDS HEAT BRAND "QCV" ON LID IN 2" HIGH CHARACTERS. USE TEFLON TAPE ON ALL MALE PIPE THREADS QUICK COUPLING VALVE 3/4" CRUSHED AGGREGATE 16" 18" REBAR OR METAL STAKE REQUIRED TO ATTACH COUPLING VALVE (TO FIX UPRIGHT) CITY OF PALM DESERT I APPROVED BY: 18" REBAR OR METAL STAKE SCH. 80 PVC 90 ELL. DEPARTMENT OF PUBLIC WORKS N.T.S. STD N 0. QUICKMARTIN ALVAREZ DATE COUPLING 1018 VALVE PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED BRAND VALVE STATION ON LID 1 INISH GRADE PVC PIPE (DEPTH PER DETAIL) i COMMON WIRE SECTION NOTES: RECTANGULAR VALVE BOX W/GREEN BOLT DOWN COVER IN TURF AND TAN IN SHRUB BEDS BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS 12" X 18" RECTANGULAR VALVE BOX FILTER MUST WITHSTAND 125 PSI IF A SPECIFIC MANUFACTURER'S ASSEMBLY IS SPECIFIED, FOLLOW THAT MANUFACTURER'S SPECIFICATIONS (2) BRICKS FOR SUPPORT N.T.S. CITY OF PALM DESERT I APPROVED BY: DEPARTMENT OF PUBLIC WORKS STD N 0. ELECTRIC CONTROL 1 01 9 MARTIN ALVAREZ DATE VALVE (DRIP) PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED COIL WIRE PER SPECS. BALL VALVE PVC SXS 90° ELL. O PVC SCH.40 PIPE CONTROL WIRES 00 PVC SCH.40 PIPE MAIN LINE FITTING/ W/SOLVENT WELD OUTLET NOTES: WIRE CONNECTORS FINISH GRADE ID TAG SCH. 80 NIPPLE TOE W/SS PVC COUPLING PVC PIPE TO SYSTEM O� ° O °° O o COMMON BRICK (4 REQ.) °° ° °8 O O ° °b ° ° 0 0 O o �H O 0� 0 ° oo OO o 0° 0 ° ° O o 0°0°00°°00 O O O O° ° °°° ° OO 0 ° 3/4" CRUSHED AGGREGATE COMMON WIRE TO OTHER VALVES ON THE SAME CONTROLLER RAIN BIRD BG SERIES ELEC. CONTROL VALVE OR APPROVED EQUAL RECTANGULAR VALVE BOX W/GREEN BOLT DOWN COVER TURF AND TAN IN SHRUB BEDS HEAT VALVE STATION NO. ON LID 2" HIGH CHARACTERS ALL CONNECTORS TO BE WATERPROOF TOP OF BOX TO BE FLUSH IN TURF AREA 1"-2" ABOVE FG IN SHRUB AREAS ANGLE PIPE TO SPECIFIED DEPTH W/45° ELLS. BALL VALVE MUST BE INSIDE BOX IF BALL VALVE OUTSIDE IT MUST BE ENCASED IN A SEPARATE BOX CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS ELECTRIC CONTROL VALVE (TURF) 8„ N.T.S. STD N 0. 1020 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED WIRE CONNECTORS 30" OF EE) NOTES: REMOTE CONTROL VALVE FULL PORT BALL HAVE MUST BE LOCATED AT MANIFOLD IN 10" ROUND VALVE BOX "X"= BOTTOM OF VALVE MUST BE 12" HIGHER THAN THE HIGHEST SPRINKLER HEAD CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS TYPICAL ELECTRIC CONTROL VALVE N.T.S. STD N 0. 1021 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED WIRE CONNECTORS 30" OF PVC SC PVC SC PVC NOTES: CONTROL ZONE KIT (INCLUDES LOW FLOW ANTI SIPHON VALVE) BACK FLUSH PRESSURE REGULATING FILTER, FILTER MUST WITHSTAND 125 PSI FULL PORT BALL VALVE MUST BE LOCATED AT MANIFOLD IN 10" ROUND VALVE BOX "X"= BOTTOM OF VALVE MUST BE 12" HIGHER THAN THE HIGHEST SPRINKLER HEAD CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE RADE DEPARTMENT OF PUBLIC WORKS TYPICAL XERIGATION CONTROL VALVE N.T.S. STD N 0. 1022 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED 24" ROTOR HEAD I WALK OR CURB ° _ _ � _ _ FINISH GRADE (2) MARLEX STREET ELLS. PVC SCH. 80 NIPPLE CITY OF PALM DESERT I APPROVED BY: PVC SCH. 80 NIPPLE PVC SCH. 40 FXF LATERAL PVC PIPE AND FITTING NOTES: SET ROTOR FLUSH WITH FINAL GRADE PVC SCH. 80 NIPPLE CUT TO LENGTH AS NEEDED USE TEFLON TAPE ON ALL MALE PIPE THREADS MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS ROTOR HEAD DETAIL N.T.S. STD N 0. 1023 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED )) CL MARLEX STREET ELL NOTES: PRE MANUFACTURED SWING JOINT MAY BE SUBSTITUTED UPON APPROVAL BY THE CITY OF PALM DESERT CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE DEPARTMENT OF PUBLIC WORKS TURF SPRAY DETAIL E IPPLE ABLE N.T.S. STD N 0. 1024 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED SHRUB/PLANT BUBBLER/EMITTER HEAD LATERAL LINE FITTING NOTES: HEADS 2" TO 4" ABOVE FINAL GRADE EMITTER TO BE 6" TO 10" AWAY FROM EDGE OF ROOTBALL OR PLANTS/SHRUBS ON HIGH SIDE OF PLANT CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE 80 NIPPLE DEPARTMENT OF PUBLIC WORKS BUBBLER/EMITTER DETAIL N.T.S. STD N 0. 1025 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED /EMITTER r NOTES: POLY FLEX RISER 1/4" EMITTER TO HAVE DIFFUSER CAP IF NEEDED OR APPROVED EQUAL W/POLY FLEX RISER ADAPTER PVC FITTING (S X S X 1/2" FIPT.) PVC PIPE (DEPTH PER SPECIFICATIONS) CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE 40 PVC PIPE DEPARTMENT OF PUBLIC WORKS DRIP EMITTER DETAIL N.T.S. STD N 0. 1026 Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1FD55A13A8ED DRIP ZONE FLUSH VALVE (SEE I BACKBONE LATERAL PVC CLASS 200 PIPE CITY OF PALM DESERT I APPROVED BY: DRIP LATERAL PVC CLASS 315 PIPE BOUNDARY FOR DRIP VALVE ZONE OTES: ;TRIC CONTROL VALVE ASSEMBLY -AIL TO BE USED AS AN EXAMPLE ONLY) SHRUB EMITTER DETAIL (TYPICAL) N.T.S. DEPARTMENT OF PUBLIC WORKS I STD N0. DRIP ZONE 1027 MARTIN ALVAREZ DATE DETAIL PUBLIC WORKS DIRECTOR Docusign Envelope ID: 3D668D33-E0F5-45B5-B34F-1 FD55A13A8ED PVC IRRIGATION REMOTE CONTROL VALVE TREE CANOPY AT MATURITY CITY OF PALM DESERT I APPROVED BY: MARTIN ALVAREZ PUBLIC WORKS DIRECTOR DATE ;N DS 'RESSURE COMPENSATING ;UBSURFACE DRIPLINE. 9 GPH AT 12" SPACING) TES: JRE COMPENSATING INLINE EMITTER Q 9"O.C. (LATERAL) Q 9"O.C. !IRD OR APPROVED EQUAL .LS TO BE EQUALLY SPACED 10'FT. J MATURE TREE CANOPY (4) TOTAL NDS AND CAP JTURE EXTENSION IF NECESSARY I TO INCLUDE A FILTER AND \TO R AT THE VALVE FILTER TO BE A MINIMUM OF 120 PRESSURE MESH AIR/VACUUM RELIEF VALVE KIT TO BE INSTALLED INSTALLATION OF RELIEF VALVE KIT IS TO BE BELOW 50:1 FLUSH CAP AT LATERAL AND FURTHEST FROM PVC CONNECTION DRIPLINE OPERATION INDICATOR PER VALVE RUN USE TIE DOWN STAKES AT EACH CHANGE IN DIRECTION N.T.S. DEPARTMENT OF PUBLIC WORKS STD N0. TREE EMITTER 1028