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909xx_sppRAMON RD • PALMS STATE PARK (PROPOSED) NOTE: GENERAL NOTES IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, sgti WORK CONTAINED WITHIN TH&SE PIANS SI+AU- NOT COMMEW.E STATE OF CALIFORNIA 1 . IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO Bccgq PROJECT UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PEiiMIT APPLY TO THE RIVERSIDE COUNTRY TRANSPORTATION DEPARTMENT PERMIT HAs SEEN I SSUM ~ SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN '901 � "� 36TH ST. PUBLIC RIGHT-OF-WAY, DEDICATED a "' ED AND ACCEPTED FOR PUBLIC USE; AND TO a BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL STREET tMPROVEMENT & REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. FRANK SINATRA DR. a 38TH AVE. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. F,q�Y STORM DRAtN PLANS24 9' 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE N COUNTRY CLUB DR. 40TH ST. �� - FLOW LINE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR } J zo 2 1 114"(GRADE "G")P,ERPLAN CWC ¢ o z �1pJ P.C.CO 1 1/2 a O TO BEGINNING OF CONSTRUCTION. zo a U s BERMUDA SIDEWALK A.C.PAVEMENT x TRACT2.0 _ _a DU _ mNESNo, _ „ 6ABAZE)P4 AND AREA WEST. N 44TH ST. 3 / 2 1.5% - PHONE: (909) 275-6885 FOR fel DEL R PARCEL MAPS AND TRACT MAPS. I 47TH AVE. EL WEBB S SUN CITY PALM DESERT INDIAN - �; � PHeNE. (76e) E363 826:� FeR PERMIT 6ASES EAST OF eABAZE)N. HELLS ,� ,i: �;, ,a -i. :c. `i., �. a -s/2' IN THE E %2 OF SEC. 6 T.SS. R711 SBM cc 35" 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO . 816. YICINIT'Y �1[AP 4. ALL WORK SHALL CONFORM To THE REQUIREMENTS OF THE RIVERSIDE COUNTY ,WEDGE CURB DETAIL - 6 C . F . TRANSPLATESTORTATION EDITION, DCOUNTMEORDINANENT EEENONT461STANDARDS SPECIFICATIONS,SUBSEQUENT AMENDMENTS. NOT TO SCALE . IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER CONSTUCTION NOTES & DETAIL �� A" 5. STIMATE OF QUANTITIES TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE ® CONSTRUCT 6" P.C.CONC. CURB & GUTTER PER DETAIL "A" THIS SHEET 560OL,F COUNTY ORDINANCE N0. 461 (TRACTS AND PARCEL MAPS ONLY) . .... •._ 6 S, SHALL BE IN PLACE PRIOR TO ALL UNDERGROUND FACILITIES, WITH LATERAL CONSTRUCT 4" P.C.CONC. SIDEWALK PER R . C . T . D . STD. NO. 401 _ _ _ _ _ _ _ _ _ _ _ 27=SFGOLDEN � :•'•:'• �:�. � �• � :' - � � -• �•-. -• PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: I �:...: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. O REEDS DRIVE CONSTRUCT 3" AC PVMT OVER 4 CL 2 AGG BASE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 78 970 LF r - _ _ r _ _ _ _ _�I I i 1 I II = I ) I I 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND ® CONSTRUCT 6 ' WIDE P.C.CONC. CROSS GUTTER & SPANDREL PER R . C . T . D . _ _ _ _ _ _ 3635 SF I .z$A fs - T- I I ` STD. NO . 209 C _I - - I I I ti, I I AS CONSTRUCTED ACCORDING TO COUNTY STANDARD NO 206 AND/OR NO 207 1 "�� MANO IItOA ON �- - - - -� _ _ _ I I I I ��'�5 DIRECTED IN THE FIELD -ARS OTHERWISE "nnTrTrn oY__ir�iooB RGATE D I FD.M I ti G I I I `_ 8. !T- SHALL BE THE RESPO -i - - 1°1h i rev n� Tuc n�vn€� no DTTo,nT�ORTn�."� CONSTRUCT 10' WIDE P.C.CONC. CROSS GUTTER PER R.C.T.D. STD. N0. 209A320 SF '-: _ I BRANDYWINE a',h• - • 0 - �� -_ T v T C (,LTi RLTrin7TT-r79TET�9 fTl -f'f Q SAWCUT & REMOVE EXISTING CURB & GUTTER __ 32 I 53 r 152 33 AVENUE �- do FD.M01J TENGRGAGI MENT PERMIT FOR ALL WORK _REFIT__��'FORMED WITHIN THE STATE RIGHT 6 ------------ -2 LF I _ 3J 4 w 1 -� O IJP SAWCUT & REMOVE EXISTING 1 ' WIDE AC PVMT STRIP _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � SF �� 54 151 I U 23 I 17 5� 1 I 34 w 1 - - - - 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO 1 INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING e CONSTRUCT HANDICAP RAMP PER DETAIL "B" THIS SHEET l0 0 SF 1 55 I I U 311 1 z 22 1 � SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE Qg CONSTRUCT DRAINAGE STRUCTURE PER DETAIL "C" THIS SHEET_________ 2 EA 0 ¢ 1 ?5 ,-H 1 18 2 I PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION 01 58 1 I 35 1 0- I AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. CONSTRUCT 24" C.P P STORM DRAIN -ADS SMOOTH BORE N -120R EQ. _ _ _ _ _ _ _ _ _ _ _ _ 470 � 1 � � 30 1 1 U' 21 �. � I I ":; 10. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN INSTALL z4" TAPERED END SECTION -ADS OR EQ___ _ _ ___ _ _ _ _ _ _ I EA 59 I 6 4� I o 1 cn 1 3 1 36 w J6 �, 19 _ _ AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. 60 1 I 1 -� - T USE STANDARD No. 401 IF EXPANSIVE SOILS ARE REQUIRED. 4' WIDE SIDEWALK - R/W � 1 I _ g \ � 61 / �w 481 1 37 29 1 o + 20 I 4 �4 \ \ l 11 , CATCH BASIN PER �, �' 1 O1 ­o loo RCTD STD NO 300 62 ZP 1 1 7 TEN PEReE T N PRIME GOAT !S REnU1U.LmL_IJ r OR TO PAVING ON ALL GRADES 1N EXCESS 9F m I m I 1 1/2" 63 O� i 77 _� 47 1 38 0 28 1 1 S pASVE 5 \\ \\� 12. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS r = / 640\, ' 4z I .1 I 1 NPaCZSSU �1� 7 6 / L gURGANE�?:� MAYRESPBESREQUIREDLE AS ATOINIMUM FOR RECONSTRUCTOAD EXXISTINGVEMENTS TO PAVEMENT, INCLUDINGEBASE, AND r ��D 65 Q��" - 69- - -� ' 46 1 ' ' $g �� I 1 8 ;� MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE 6" 6�� ` I 001 J6 =�, 1 ` �_ _ 9 J , CURRENT ASSIGNED TRAFFIC INDEX. 1 1 i I 4 I 12 �1 _, `\ 13. ONLY LANDSCAPING CONSISTING of GRASS AND PARKWAY TREES MAY BE INSTALLED 6' VARIE 6' 45 t - ` WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE 66 1 ~ i �0 7 1 1 1 �4 3 .4 Er` LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCPAING IN THESE AREAS, AND TRANSITION TRANSITION 1 ` \ ,' 9 FLOW LINE AS NOTED ON PLANS I 1 I I �6' 1 80 G - ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPERATE LANDSCPAING PLANS. ALL LANSCAPING ENCROACHMENTS SHALL CONFORM TO TYPICAL CATCH BASIN DETAIL C" �7 i J 71 7b 144 I 41,1 1 ��' RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF 01 o 1 I LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. EX 1 c� I I 14. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR WELL .i �8 � 72 7� 143 I 42 1 1 0, �\\,,, a I tiB , INDEX MAP \ INFORMATION ONLY. BY SIGNING THESE IMPROVEMENTS PLANS, NO REVIEW E SHlT71 SCALE I"=100' LL 2 "CPP SD�/ 7OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE 1 91 178 . _ RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. BELEK 1 v Q 1 DRIVE 15. AFTER OCTOBER 1 oN a , 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN 1SEE SHEET 4 .�, I PDAMS STREET I FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION - 1 SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A - - - - - - - - ��, - - i I I I NOTICE of INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD J (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND � MONITORING PLAN FOR THE SITE. CB # 1 SST 7 CB � 2 PAVING NOTES FOR STS DRAIN STORM DRAIN GENERAL NOTES MINIMUM PARKING LOT GRADE SHALL BE 1%. 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON RAW 2. M UM GRADE FOR RIBBON DRAINS SHALL BE 0.35%. THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE COACHELLA VALLEY LEGEND= HANDICAP RAMP -DETAIL B�� WATER DISTRICT AND RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION ' " PIG POINT OF IN TER SECT OF GRADE DISTRICT'S SPECIAL PROVISIONS AND DETAILED SPECIFICATIONS DATED SEPTEMBER 40 8 NTS ' 3. THE SUBDI R OR CONTRACTOR SHALL APPLY TO THE VERSIDE COUNTY TRANSPORTAT1984, AND DESIGN MANUAL STANDARD DRAWINGS DATED 1971. �+ IO PARTMENT FOR AN ENCROACHME ERMIT FOR ALL 118.0 PROPOSED ELEVATION 20' 20' 1 WORK WITHIN COUNT GHT-OF-WAY. 2. CONSTRUCTION INSPECTION WILL BE PERFORMED BY COACHELLA VALLEY WATER ti (118.0) EXISTING ELEVATION '�;L•� �. a 6 4' 16' 16,4' 4. THE CONTRACTOR SHALL BE R NSIB OR THE CLEARING of THE PROPOSED DISTRICT. THE DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. TC TOP OF CURB 4 WORK AREA, AND RELOCATION AND of ALL EXISTING UTILITIES. THE 3. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. �' 9 2 COUNTY SHALL BE INFORMED 48 URS OR TO BEGINNING OF CONSTRUCTION TP TOP OF PAVEMENT � \� 2 m - - - � Q o . i e ' AT (760) 342-8271. 4. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE- '� 4 2 A7. l��-II� 2x _ _ 1.5X_ LEVEL _ _ _ LINE _1.5X 2� 5. A COMPACTION REPO A SOILS ENGINEER SHALL TIFY 95% COMPACTION CENTERLINE INTERSECTION STATION. CL CENTERLINE � � -_ OF BASE FOR A. AND 90% COMPACTION FOR CONCRETE R TO CALL FOR + I , 5. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT @ R/W RIGHT-OF-NAYCnir r- - - - � _ SECOND INS ION AND PLACEMENT of ASPHALT CONCRETE A ONCRETE PAVING. 1-800-422-4133. R . C . T . D . STD. 104 (MODIFIED) 6. IF N RELIMINARY SOILS REPORT IS PROVIDED SPECIFYING THE PAV SECTION, 6 INV. INVERT OF PIPE MODIFIED SECTION "A -A" � TYPICAL SECTION ALL T STRUCTURAL SECTION SHALL BE THREE INCHES ASPHALT CONCRETE AND R ELEVATIONS SHOWN ARE IN FEET AND DECIMAL THEREOF BASED ON U.S.C. & ACCESS RAMP N. T. S. NOT TO SCALE INCHES CLASS I I AGGREGATE BASES . G.S. DATUM . - A.C. PAVEMENT CAL -TRANS STD. NO. N8 -B FL FLOW LINE 40 ' STREET 7. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. NOT TO SCALE G GUTTER 0.25 A.C. / 0.33' A.B. CLASS 2 T. 1. = 5.5 B. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING BENCHMARK Underground Service AI@I'SEAL COUNTY : DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, APPROVAL 9. t THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF R = 25 BEDDING PIPE WITH LESS THAN TWO FEET OF COVER SHALL CONFORM TO LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDAR THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE RECOMMENDED f RIVERSIDE COUNTY BENCHMARK: BRASS DISK IN CONCRETE POST, STAMPED 603-37 D DRAWINGS 2-D213.3 AND 2-D177 FOR SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 13Y DEVELOPER: 3.6 MILES NORTHWEST ALONG HIGHWAY 60 FROM HIGHWAY 111 AT "Y" IN INDIO. CONCRETE BACKFILL IN TRENCHES. ALL OTHER PIPE SHALL CONFORM TO RCFC & Call: TOLL FREE - THEN 3.3 MILES NORTHWEST ALONG COUNTRY CLUB DRIVE, SET BRASS DISK IN 12" WCD . STD, DWG. M815. fwl DEL WEBB CALIFORNIA CORP. CYLINDER. MONUMENT IS 6.0 FEET BELOW RAILROAD TRACKS AND 0.8 FOOT ABOVE ='r � � GROUND, 254.0 FEET NORTHWEST OF NEW WASHINGTON ST. OVERPASS, 23.0 FEET 10 . "V" IS THE DEPTH OF THE INLET OF CATCH BASINS MEASURED FROM THE TOP OF CURB 1-800 / W x m NORTHWEST OF TELEPHONE POLE W/NO NUMBER. MONUMENT IN POLE LINE 296.0 FEET SOILS ENGINEER: !G 39755 BERKEY DRIVE °G N0. 339x0 SOUTHEAST OF OLD WASHINGTON STREET, 44.0 FEET SOUTHEAST OF SOUTHEAST BOUND TO INVERT OF CONNECTOR PIPE. 422-4133 EXP. 6-30- �'' TRACT OF RAILROAD HILLTOP GEOTECHNICAL PALM DESERT, CALIFORNIA 92211 m 9 0 11. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT 27210 E . 3RD . STREET CI IEC%BY �I7 CJ V I L �' HI6HLAmi. CALIFORNIA 92346 E`OFGAL�FO ELEVATION: 103.651 ADJUSTMENT: 1970 EXISTING CURB RETURN JOIN, UNLESS OTHERWISE SPECIFIED. TWO WORKING DAYS BEFORE YOU DIG PH: (909) 862-0897 IDATF:!p, PH: (760) 772-5300 - NOT COUNTY MAINTAINED ROADS UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL APPROV BY: DATE: I z/77?%IN THE UNINCORPORATED TERRITORY OF ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY v Es, . / 11 7 1 OTHERS AND THOSE SHORN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE P NRI �/;�/)o �n COUNTY O F RIVERSIDE CALIFORNIA THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THESE OR ~' aG sT FOR PORTATIO T., RIVERSIDE COUNTY, CALIFORNIA 171! LIV �" """ "��� STREET IMPROVEMENT PLANS �. 1 TO WITH PURSUANT THERETO. FOR ANY DAMAGES INCLUDINGSSAFETYGOFHALLOURSE OF PERRSONS AND PROCTION OF PERTY; THATTHIS REQUIRE- �� KHALED A. OTHMAN E N 0 1 N E E R I N G wit, �iiGG�t;B'+ RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO _ R.C.E. NO. 33950 EXP. DATE: 6/30/98 77-682 COUNTRY CLUB DRIUE, STE F-2 & STORM D RAIN PLAN REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE RECORDS NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FUTHER AGREES tr fix='i PALM DESERT, CA. 92211 EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM PRf.P D Y: ATE: PH: (760) 345-7806 FAX: (760) 345-4727TRACT 2 '7 5 0 0 °F 7 mm MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE Yfij UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING KEIT A. C ISTIANSEN SCALE A S NOTED TITLE SHEET OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. STRUCTURES CONCERNED BEFORE STARTING WORK. REVISIONS nEsieNEn aSEE ABOVE N THE S. E. 1/4 OF SECTION 6 T 5 S R 7 E S B MIOr MANN BY: cH�c�ceO 9Y: C.E. NO. 50083 EXP. 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