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865w_spp-77 6C•9LE.•/�d4v' 05V 14 .Le- st ,• ,Vr.. T.QACT iYIJ /i STREET Rai --_ NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CALL UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO EXCAVATION. THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES IN DETERMINING BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID PURPOSES. IMPROVEMENT PLANS FOR TRACT 17215-2 ego 17215-3 REVISIONS: moi..,. 1 a / ( R.Cl.23956 j €xw-.s 12.31.89 eOrCA APPROVED BY: M REGISTERED CIVIL ENGINEER NO. IMEG DATE: I - 57 At OVEDB� Y: / ),Ul DATE: 2'/0316 FOR ROAD COMMISSIONER RIVERSIDE COUNTY, CALIF. 4' SCALE: GENERAL NOTES, 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED 1982, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. . ,..._. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY ROAD DEPARTMENT, PERMIT SECTION, FOR AN ENCROACH- MENT PERMIT FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. B. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (i) BE TAK AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (*-SHALL FOR TRACT MAPS AND PARCEL MAPS, MAY FOR PERMIT CASES.) S. "ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANOARD'SPECIFICATIONS. 10. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460.53. 12. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CA%TRANS)' FOR AN ENCROACH- MENT PERMIT FOR ALL WORK PERFORMED WITHIN THE SST ATE RIGHT OF WAY. /3. dT4EET L/GHT..S 9HgLL BE l s wzzz —47 z/1, CONSTRUCTION NOTES & QUANTITY ESTIMATE O CONSTRUCT TYPE "A" CURB AND GUTTER (64C.F.) PER STANDARD NO. 200. dlb L.F. O CONSTRUCT TYPE "B" CURB AND GUTTER (80C.F.) PER STANDARD NO. 201, Zibl4r4> L.F. ® CONSTRUCT CURB SIDEWALK PER STANDARD NO. 400 AND 401. ;%*t-4,ea L.F. ® CONSTRUCT CROSS GUTTER PER STANDARD NO. 209 AND 210 (6') - _. E1. O5 CONSTRUCT ACCESS RAMP PER STANDARD NO. 403. -40=- EA. A.C. PAVING (SEE GENERAL NOTE NO. 8) S22*co (D CONSTRUCT BARRICADE PER STANDARD NO. 810. <EA. O8 PLACE 2" X 4" REDWOOD HEADER. *' L,F. INSTALL STREET TREES PER ORDINANCE NO. 460.78 ;-• C, /2 GaY"STTy'//CT //T/G/Tf T5'E/YCff 14Z 2.4- I.. P=; t /� �G'�Y✓^TiT!/CT �4�.9L�W.9/� E,/C. ( � ��- + �'�"y BENCH MARK. A BRASS DISK STAMPED ML B6 1971 IN TOP OF CONCRETE POST 3" ABOVE GROUND 1.9 MILES SOUTHEAST OF THE INTERSECTION OF LA SIERRA AND VICTORIA AVE. TO A "T" INTERSECTION OF LA SIERRA AND A" - PAVED DRIVEWAY, 100 FEET SOUTHEAST OF THE INTERSECTION, 6 FEET NORTH OF P.P.# 1843967, 2 FEET EAST OF A MARKER POST. ELEV. 1111.020 PLANTING NOTES: ALL STREET TREES SHALL BE LOCATED WITHIN STREET RIGHT OF WAY, 1' FROM PROPERTY LINE AND A MINIMUM OF 4' FROM SIDEWALK OR CURB. IN LOCATIONS WHERE PARKWAY IS TDO NARROW TO MEET THE ABOVE REQUIREMENTS STREET TREES MAY BE PLANTED A MINIMUM OF I' INSIDE OF PROPERTY. - APPROXIMATE TREE LOCATION. NO STREET TREES SHALL BE PLANTED WITHIN 10' OF DRIVEWAYS OR CORNER CUTBACKS. MINIMUM SIZE OF TREES TO BE PLANTED IS TO BE 15 GALLONS, OR 1" DIAMETER -STEM SIZE. SEE STAKING INSTRUCTIONS. 1 Hunsaker & Associates, Inc. ��!'►C"C`, t {,m "', , -, . Planning • Engineering "Surveying OF TbmRugbesftine,Galifornia92718-'(714)583-1010 COUNTY [9lV ''310E .: BENCH MARK: : i SEE ABOVEo � iiv� - --S fit ".1 ..................................o z"Z;Oally7Z 46w1pzof 0 0 �MCPVI a R.C.I. 23955 op Ex;*es 12-31-89 2", 0 Ll T}pry 8r, 000�000 -rz:>m R. aAajNQ" P'd lk, 12-3t E9 Three HugN . . . ..... 2 Aa Hunsaker & A&vociates, Inc. Planning -Engineering - Sunvying es Indne, CallfornAa 92718 * (714) 583 -1010 szlz- X1121Z-1- Ala p. WZY, 12 —S4�,--PC rvWom# I'limmm f 2. (214: Ll T}pry 8r, 000�000 -rz:>m R. aAajNQ" P'd lk, 12-3t E9 Three HugN . . . ..... 2 Aa Hunsaker & A&vociates, Inc. Planning -Engineering - Sunvying es Indne, CallfornAa 92718 * (714) 583 -1010 szlz- X1121Z-1- Ala p. WZY, 12 —S4�,--PC rvWom# I'limmm