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865u_sppVICINITY MAP 2 deep..... PLAN NOTE: See Std. Pion 213 for control joint detoils. per lam x M �N4t+nglVanekb— ar'e111i y s✓* �, 11 5" min ryNom Ott SECTION 8-8 SECTION A -A t.__.NerJmai �� A5 �r wrdlh aase matwial e, min. when requ"d SECTION C -c DET.9/L /yor ro 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 T440SE 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. STREET PLANS FOR TRACT 1721,5 3 //YA Ai. /f �%�`!�J' .V Jar REVISIONS: /1'O7- T4 sC.IE 4009 RZ O/7 lllyllftp '00pae(y l4gz;ZL DATE: REGISTERED CIVIL ENGINEER FOR 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. B16. 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 REGUIRED 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, S. 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. S. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS W BETAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED,_ (*-SHALL FOR TRACT MAPS AND PARCEL MAPS, MAY FOR PERMIT CASES.) 9. "ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS, THAN FOURTEENI 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 STANDARD SPECIFICATIONS. 10. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OFTEN 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 STATE RIGHT OF WAY. /z 9T.9EET !/GETS' X171_Rz.l BE //V 9LCG 4. ✓rr YC dY/T.5' APP�S'OI�E© .fPAEET G/df!T/yYG ��'.4'/Y.' CONSTRUCTION NOTES & QUANTITY ESTIM OJ CONSTRUCT TYPE "A" CURB AND GUTTER (6"C.F.) PER STANDARD NO. 200. 2358 ® CONSTRUCT TYPE "B" CURB AND GUTTER (8"C.F.) PER STANDARD NO, 201. O3 CONSTRUCT CURB SIDEWALK PER STANDARD NO. 400 AND 401. 1O It = ® CONSTRUCT CROSS GUTTER PER STANDARD NO. 209 AND 210 (B') J O5 CONSTRUCT ACCESS RAMP PER STANDARD NO. 403. Lt' © A.C. PAVING (SEE GENERAL NOTE NO. 8) O CONSTRUCT BARRICADE PER STANDARD N0. 810. © PLACE 2" X 4" REDWOOD HEADER. O9 INSTALL STREET TREES PER ORDINANCE NO. 460,78 v /2 CG/ISTfs'UCT UT/!/T/� T4'E/YC�/ '24Q O/ Ce�/YS'TiYUCT SPEC/•9l C.40vr'.� 6'//TTfis�' PErY ©ET✓,✓� ©/�+'B.�!EE>'/l'G.'/ i3 /lYS'TALG S'T'4EET L/CHIS /9 G!i/YSTRUCT ,40F/I�IJ'!✓!' E.JC ��,'���. O Ge�/i6TF�UCT CO/YC TJfrIYEIYA/� PES ST1 YOf� rs/J /YG "'I /?'/IJTE� ST9T/OiY .5flDl�iY OY BENCH MARK; A BRASS DISK STAMPED ML 86 1971 GROUND 1.9 MILES SOUTHEAST OF T. AND VICTORIA AVE. TO A "T" INTE' PAVED DRIVEWAY, 100 FEET SOUTHE NORTH OF P.P.# 1843967, 2 FEET 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 TOO NARROW TO MEET THE ABOVE REQUIREMENTS STREET TREES MAY BE PLANTED A MINIMUM OF 1' 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. '�V dace T\ 3 SEE SHEE % ry "or"I"7' w\\'wo e377"- �j %/ /�// 7 IG 7 z. k zlo �'e� 4- r -UP -VF- DATA NO. P, L T Q COUNTY OF RIVERSIDE 03 36- 07'40" 316.00' 199.25' 103.06' 4. 11703G-0111 lo9.o0' — 33.48' I a PROFILE 215* 12,02, 38-00, I*2.75' 17-.36,'ol " 109.00' 33.+8, 16.07' Aes�- eaA -zzo�'la shn'-(nc. 25.00. 39.27' 26.00, -x2s-s2"-] ---- 'I te�. 27 14P, 1-771-45� 774-65- lbl-1Zl A PRO P� - , D . ........ ..... . . . .... . . .......... . .. it A T 11,VWHUVVS-ln4ne,Cal,00rnia92718-(714)583-1010 AM V, 0 W' r,fl-7`4 C', H-,AW",,K TRACT NO, I COUNTY OF RIVERSIDE 1 2 STREET PLAN a PROFILE F S�H E it -FF E' N WIN m4mw�It A P .. ....... ..... ... qjt4 A" E Hunsaker & AssociaMs. Inc. 721 Sp TRACT NO,,, I w COUNTY OF RIVERSIDE Ibmilughes CalgWwia 92718 (714) -583-1010 STREET PLAN a PROFILE ......... . !lz HOI' F , = 49' NO. & P, L T 83' 06'40" Z5.00, 3(..2(" zz. 15, 125- 15'oo" 191 .00, 41'7.53' 3&9.87' 1'7"3/0'01" lo,%oo' 53-48, als-leoz., 38-00' 142.73' 117 36ol 109.00, 33,48' IG -87' zsl 15,00" I 59,00' 3+,7.5s , 301.0'7' — 83,06,4,0" 6,00, 36'.24, 7-2-16, 12.5015'00" 51 33-7.97' A P .. ....... ..... ... qjt4 A" E Hunsaker & AssociaMs. Inc. 721 Sp TRACT NO,,, I w COUNTY OF RIVERSIDE Ibmilughes CalgWwia 92718 (714) -583-1010 STREET PLAN a PROFILE ......... . !lz HOI' F , = 49'