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865x_sppVICINITY MAP 77 S s0 .4 Net 155.4 77 kArv _,I) '00/ rj VARIES FRON J�Sl*lf Ar egt'4 Or t'O S,9 A r nOU rAkC Pbuf �toee x I r7O � Q I P- 2AF M "IC7T. GeDUW SUQFibf-Pt �m Yft [jammigLi I STREET IMPROVEMENT PLANS FOR TRACT 17215-1 61 Po F_77r_V?7 I 3-' EiASMMU�+` -r �� /r/w 71,�1414,z Adr-el."Wxy 1_091�14=1 x/22 A07 TO Jpel9>el_11_ wpwor� I _60, t"_Ae=msmt­4cy ,w==F_ms. -M. -A"71 z 4. L - l, I 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. CONSTRUCTION OF ANCHOR FOR TRENCH W/ SLOPING SIDE WALLS mm kall CONSTRUCTION GONC. e)P4,ILL BE CLA� =300-c -Zyctct . SURFACE OVER PIPE wvr DETAIL FOR CONCRETE SLOPE ANCHORS /f �e�_XI15101vg REVISIONS: & 2E'1/19eJ 577 LI&IT 11V377 5HT 2f 3 /0////8e 2 =�m- tr :�Pr. MI-rz-tfS PE -f- --%+T, 2f,_4 %/J'l /8V 1 7 , \ ,r,00`�"14r,o'W X,,7W&reZ' Xe-4rrIOW_0 X4 OW la04 - . lyalr 711;p x4I?k1.1_ 2" deep PLAN ShYOAIIV 11V z-ZAIV SECTION A -A Material 6" thin. r0tirlid SECTION B-8 SECTION C -C XR6-CIA4 CRO.Y%T GU77-eR (S7erZro= GR404r-,Vje 06 rA / 4. 1911lr MCG,44�1* X, R.C.E, 23956 gx*s 12-31-89 AVO.r 710 SCALE 'K-*' STF 'CAW�_' ow\* APPROVED BY: MtC REGISTERED CIVIL ENGINEER NO. 1-3415161 -,5 DATE: E>CP. APPRO y: SCALE: -A - LtIA0166A A, �, L_ I _T0A ROAD COMpsikNER DAAWjNI RIVERSIDE Cou TY, ( LIF. DIES! N! DATE: 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. BiB. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY ROAD DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED 1982, COUNTY ORDINANCE NO. 451 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 W BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS, USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (it -SHALL FOR TRACT MAPS AND PARCEL MAPS, MAY FOR PERMIT CASES.) 9. '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 STANDARD SPECIFICATIONS. S0. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. It. 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 (CALtrRANS) FOR AN ENCROACH- MENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY, 13 Z/6Ww xw,9zz //y CONSTRUCTION NOTES & QUANTITY EST CONSTRUCT TYPE "A' CURB AND GUTTER (6"C.F.) PER STANDARD NO. 200, CONSTRUCT TYPE "Bo CURB AND GUTTER (60C.F.) PER STANDARD NO. 201. OCONSTRUCT CURB SIDEWALK PER STANDARD NO. 400 AND 401. CONSTRUCT CROSS GUTTER PER STANDARD NO. 209 AND 210 (61 CONSTRUCT ACCESS RAMP PER STANDARD NO. 403. 60 A.C. PAVING (SEE GENERAL NOTE NO. JB) CONSTRUCT BARRICADE PER STANDARD NO. 810. PLACE 20 X 44 REDWOOD HEADER. INSTALL STREET TREES PER ORDINANCE NO. 460.78 @ zW X000T ,401 '103 /wripz, STREET G/6HTS eelyfl-Rmn- "e-wr mlxc PEw. �/Iy 0 - XIIZ5;1y lya 44717 "ya lya. PLANTING NOTES: ALL STREET TREES SHALL BE LOCATED WITHIN STREEI PROPERTY LINE AND A MINIMUM OF 4' FROM SIDEWALP IN LOCATIONS WHERE PARKWAY IS TOO NARROW TO MEE STREET TREES MAY BE PLANTED A MINIMUM OF 1' INE - APPROXIMATE TREE LOCATION. NO STREET I WITHIN 10' OF DRIVEWAYS OR CORNER CUTBACKS. MINIMUM SIZE OF TREES TO BE PLANTED IS TO BE 1! -STEM SIZE. SEE STAKING INSTRUCTIONS. 6A24r1114r11 AW1W.- /1;7 451/1;;/1p51s .01,4110- sT ra o /oz ems' 13;11�1 zliv .r 1/BpYE 141?1?&2G141117 Z,ap x/250F,"7 'amv !q lynrT// al- 0 lzvfiCrAo'� ElY ////. 4�zla BENCH MARK: SEE A60vt roe ewdorA20� I ........... . .... . lope" 6;Xl:vzlipl47z IVOIITE /0107• lle) ';nomp-ES 4Zr1Z1,7,K 7;rdWeW ..... .... .... 894fs'/CgOE ,Y-IAIC7 6IWeS L161 -yr lorllpaWl.s' Arl War ........... . .... . lope" 6;Xl:vzlipl47z IVOIITE /0107• lle) ';nomp-ES 4Zr1Z1,7,K 7;rdWeW ..... .... .... 894fs'/CgOE ,Y-IAIC7 6IWeS L161 -yr 'I u qw I 1A. at T\ *01 L�� -A I fl 0,4tot%of �ESSLZFD AN Mall- 14, -416,111 lya 1W_413 �, " -� -�, —, ! 5 - / x ? �, - � �, - —,�, ! V, i z 5 �4, %o; "Y., 14-Ae>' "'ex Ayx/"i�izlz x1rIeZ417 ZxO/Krx Hunsaker & A&vocfiWm, Inc. I 7"c7"" Aya 101anning -Engineering -Sanqqjdmg T J TivwHugbes-irdneCal#btwia92718-(714)583-1010 TV'0� tx5. ..... .......... MMIK� t X//Z Z lya N N, m VgG ru PLOT' qw I 1A. at T\ *01 L�� -A I fl 0,4tot%of �ESSLZFD . . . ........ . 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