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963s_sppTO 1-215 Q�w �N GIBBEL ROAD E3rn o� NORTH VICINTY MAP NTS SECTION 36, TOWNSHIP 6 SOUTH, RANGE 1 WEST, S.B.M. Q ry Q z d Z O U W J Pa U J C Q S 3 W U z Q ry M L� z 0 U a � W Q � H Q W U i LL LL. Q o_ z Q d PARCEL17 PM 112/52-59 W PARCEL4 PM 122 / 67-68 PARCEL3 = U z �Q J R� Q� PARCEL2 COUNTY OF RIVERSIDE CENTER LINE PROFILE STUDY OF SYCAMORE SPRINGS ROAD FOR PARCEL MAP 32231 REVIEWED FOR CENTERLINE PROFILE STUDY AND SEEMS TO BE WORKABLE AND ACCEPTABLE FOR FUTURE ENGINEERING PARCEL25 PM 112 / 52-59 PARCELI 60'ROAD EASEMENT DEDICATED PER PM 112/52-59 PARCEL2 20'± WIDE DIRT PARCEL1 o TRAVELED WAY z 30' ROAD EASEMENT DEDICATED PER PM 112/52-59 PARCEL4 N W W 2 W W PARCEL3 Qe PARCEL2 PARCEL3 \gyp �O^ Q� PARCELI PM 201/3-I POR. PARCEL 34 PM 112/52-59 470-210-037 PRIVATE ENGINEERING NOTE Construction contractor agrees that in accordance with generally accepted construction prac— tices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all per— sons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. PARCEL4 PM 190 / 63-64 syr NOT FOR CONSTRUCTION. SEE CENTERLINE PROFILE STUDY PLAN FOR PM 3223' PARCEL4 PARCEL2 PARCEL3 PARCEL4 60'ROAD EASEMENT DEDICATED PER PM 112/52-59 PARCEL1 20'± WIDE DIRT TRAVELED WAY SYCAMORE PARCELI PARCEL4 PARCEL4 SEE SHEET I No. 5 POR. PARGEL34 I PARCEL1 PM 112/52-59 470-210-043 INDEX MAP 1" = 200' NORTH 470-200-004 PM 32231 PARCEL 2 PM 112/52-59 N P' PARCEL3 Siy\� SEE CENTERLII STUDY PLAN Ft �P. PARCEL2 tip a PARCEL3 PARCEL4 PARCEL3 �O PARCEL3 L\�0 Q� I PARCEL2 20'± WIDE I TRAVELED POR. 4 PARCEL 3 / 470-210-040/ PARCEL2 ^�1 POR. / PARCEL3 Q� 470-210-044 / POR. PARCEL4 470-210-041 470-200-012 55' DEDICATED ROAD WAY PEF PM 112/52-59 PARCEL4 PARCELI / PARCEL2 25'± WIDE PAVED 'S'FD ogoNrA,N TYPICAL STREET SECTION SYCAMORE SPRINGS ROAD N.T.S. INDEX OF SHEETS SHEET No.(s) DESCRIPTION 1 TITLE SHEET 2 PLAN & PROFILE SYCAMORE SPRINGS ROAD 7+00.00 TO 19+00.00 3 PLAN & PROFILE SYCAMORE SPRINGS ROAD 19+00.00 TO 27+44.93 4 PLAN & PROFILE SYCAMORE SPRINGS ROAD 27+44.93 TO 36+61.78 5 ACCESS ROAD EXHIBIT CACTUS VALLEY RD 01 RYAN LANE 0 M SCHRAMMoQ o TRAIL o� o ireSITE SPRINGS z R d4d RED RESEDA SPRINGS SE CA ROAD u MARK ACCOESNDS E3rn o� NORTH VICINTY MAP NTS SECTION 36, TOWNSHIP 6 SOUTH, RANGE 1 WEST, S.B.M. Q ry Q z d Z O U W J Pa U J C Q S 3 W U z Q ry M L� z 0 U a � W Q � H Q W U i LL LL. Q o_ z Q d PARCEL17 PM 112/52-59 W PARCEL4 PM 122 / 67-68 PARCEL3 = U z �Q J R� Q� PARCEL2 COUNTY OF RIVERSIDE CENTER LINE PROFILE STUDY OF SYCAMORE SPRINGS ROAD FOR PARCEL MAP 32231 REVIEWED FOR CENTERLINE PROFILE STUDY AND SEEMS TO BE WORKABLE AND ACCEPTABLE FOR FUTURE ENGINEERING PARCEL25 PM 112 / 52-59 PARCELI 60'ROAD EASEMENT DEDICATED PER PM 112/52-59 PARCEL2 20'± WIDE DIRT PARCEL1 o TRAVELED WAY z 30' ROAD EASEMENT DEDICATED PER PM 112/52-59 PARCEL4 N W W 2 W W PARCEL3 Qe PARCEL2 PARCEL3 \gyp �O^ Q� PARCELI PM 201/3-I POR. PARCEL 34 PM 112/52-59 470-210-037 PRIVATE ENGINEERING NOTE Construction contractor agrees that in accordance with generally accepted construction prac— tices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all per— sons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. PARCEL4 PM 190 / 63-64 syr NOT FOR CONSTRUCTION. SEE CENTERLINE PROFILE STUDY PLAN FOR PM 3223' PARCEL4 PARCEL2 PARCEL3 PARCEL4 60'ROAD EASEMENT DEDICATED PER PM 112/52-59 PARCEL1 20'± WIDE DIRT TRAVELED WAY SYCAMORE PARCELI PARCEL4 PARCEL4 SEE SHEET I No. 5 POR. PARGEL34 I PARCEL1 PM 112/52-59 470-210-043 INDEX MAP 1" = 200' NORTH 470-200-004 PM 32231 PARCEL 2 PM 112/52-59 N P' PARCEL3 Siy\� SEE CENTERLII STUDY PLAN Ft �P. PARCEL2 tip a PARCEL3 PARCEL4 PARCEL3 �O PARCEL3 L\�0 Q� I PARCEL2 20'± WIDE I TRAVELED POR. 4 PARCEL 3 / 470-210-040/ PARCEL2 ^�1 POR. / PARCEL3 Q� 470-210-044 / POR. PARCEL4 470-210-041 470-200-012 55' DEDICATED ROAD WAY PEF PM 112/52-59 PARCEL4 PARCELI / PARCEL2 25'± WIDE PAVED 'S'FD ogoNrA,N TYPICAL STREET SECTION SYCAMORE SPRINGS ROAD N.T.S. INDEX OF SHEETS SHEET No.(s) DESCRIPTION 1 TITLE SHEET 2 PLAN & PROFILE SYCAMORE SPRINGS ROAD 7+00.00 TO 19+00.00 3 PLAN & PROFILE SYCAMORE SPRINGS ROAD 19+00.00 TO 27+44.93 4 PLAN & PROFILE SYCAMORE SPRINGS ROAD 27+44.93 TO 36+61.78 5 ACCESS ROAD EXHIBIT 2560 1 2540 1 2520 l 2500 R� ■ EXISTING GRADE C/L TRAVELED WA �5 N R DESIGN SPEED = 30 MPH PROFILE SCALE HORIZ. 1 " = 40' VERT. 1 " = 8' `=PROPOSED GRADE @ C/L EXISTING GRADE C/L TRAVELED WAY - 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 to normal working hours, and construction contractor further agrees to defend, indemnify and ry hold design professional harmless from any and all liability, real or alleged, in connection with E3 the performance of work on this project, excepting liability onsing from the sole negligence of Ll ��� O design professional. O o U -D (5 NOTE: ciT' WORK CONTAINED WITHIN THESE PLANS _ LJ NY AWA SHALL NOT COMMENCE UNTIL AN Q U DIAL ENCROACHMENT PERMIT AND/ORA a U BEFORE TWO WORKING GRADING PERMIT HAS BEEN ISSUED, LJ Q YOU DIG YOU DIG ©� The private engmeeer sirgri g these plans is responsIte for assuring the accuracy TOLL FREE 2-800-W-201[ and acceptadity of the dl harm In the event of discrepancies aris&g QA PUBLIC SERVICE B Y after county approval or during construction, the prhte engmeer shall be MART( BY DATE Q ¢ UNDERGROUND SERVICE ALERT responsible for determining an accepta�e solution and revving the plans far QDvovd by the county. MINER SYCAMORE SPRINGS ROAD_ 2600 M W W 2 U) W W CD 2580 W Z J Q f► . f 2540 1 2520 19+00 1 40 :1 120 W z G/) � � Q N Li Q Q � z Q � z z o U d (� L,1 H � Q L'3 a U W J n n Q L>J F_ • H z 3 'H'nn Z W W U z W <C !— 2: L/J � W L > o © (� Cl z D vj W F3 < H U P L>J Q Q > lY rl I U w a_ P Q Q r 07 MAM W 1 - DIAL BEFORE YOU DIG '0 WORKING YS BEFf3RE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2620 2600 fV i - W W r U) W W U) 2580 LU z J U H Q 2560 2540 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 PRIVATE ENGINEERING NOTE Construction contractor agrees that in accordance with generally accepted construction prac— tices, construction contractor wilt be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all per— sons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED, me prrvate engneer signing mese plans Is responsmle tar assurag me accuracy and acceptabity of * de* hereon In the event of discrepancies arising after carity approval or drug construction, the private enow shall he KW BY BATE responshe for deter*ling an acceptable solution and revving the plans for mrrnunl hu thn. aumtu ENGDEER REVISMNS SYCAMORE SPRINGS ROA© DATE MXTY SEAL -ENGINEER No. 46354 OF • PLANNING BLAINE A. WO M E R • SURVEYING CIVIL ENGINEERING •ENNGINEERING • PUBLIC WORKS DATE W z z U N Q W uJU IM W CM W Cb C4 SEE SHEET 1 2620 2600 2580 2560 2540 28+00 NORTH 0 40 80 120 00011 1"=40' PARCEL MAP 32231 IP No. 160019 COUNTY OF RIVERSIDE SCHEDULE "H„ SYCAMORE SPRINGS ROAD STA. 19+00.00 TO 27+44.93 H SHOWN V, SHOWN I McMANAMAN FILE N0, 3 W✓,5 z LDQ Q W N Q A � z z El 1 H Mp yJ < L U W \� H r J n Q WLLJ _ ' F_ L H z 3 H t� z W W U z W Q ry Q 1711 1 W ` > EDU C3 E-- F - z z Uj IJ o U P U W Q Q>D� 2:E3 a_ U ELI d Q W z � Q 2620 2600 2580 2560 27+UU zwtuu 3l+UU FM 220154-5 -5 y aP PRIVATE ENGINEERING NOTE Construction contractor agrees that in accordance with generally accepted construction prac- tices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all per- sons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED, IN private engineer si* these plans is responsiale for assuring the accuracy and acceptdIty of the III hereon, In the event of aliscrepances arising _� after county approval or during construction, the private engineer slhall be N U BY �fTE responsible for deterni an acceptable solution and revising the plans for anaraval by bur nNinta. I ENGINEER REVISIONS ' I > SZ+UU 66+UU 34+UU 35+00 S i CAMO \E SPRINGS ROAD SEAL -ENGINEER No. 46354 APPR DATE CITY F of El • PLANNING BLAINE A. WOMER e8uRVrflNG CIVIL ENGINEERING 'ENGINEERING • PUBLIC WORKS Sults G. Phone DATE q v 36+00 0 BENCHMARK, SEE SHEET 2620 2600 2580 2560 37+00 PARCEL MAP 32231 IP No. 160019 COUNTY OF RIVERSIDE SCHEDULE "H" SYCAMORE SPRINGS ROAD STA. 27+44.93 TO 36+61.78 V: SHOWN ( McMANAMAN ILE NO, NFC G3 _5 2 NO, 'l G_� _ w w H z 3 H 0 z w w u z w fL h z H Q w 0 U DIAL BEFORE YOU DIG PARCEL MAP NO. 32231 ACCESS ROAD EXHIBIT juR NINE lit WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN WORKING ENCROACHMENT PERMIT AND/OR A '0❑ WOR ING ❑RE GRADING PERMIT HAS BEEN ISSUED, YS YOU DIG 11 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT The private engineer saeing these plans is responshe, for assuring the accracy and acceptability of the *# hereon, In the event of "ncies arising after county approval or during constnxtion, the private e*er shall be lVrRl( BY DATE responsible for determining an acceptabie solution and revising the plans for .Ae. b. e1.... EWAER EG Edi REVISMNS LEGEND INDICATES EXISTING GRADE INDICATES EXISTING CONDITIONS INFORMATION INDICATES EXISTING TRAVELED WAY INDICATES EXISTING PAVEMENT GRADE TOPOGRAPHIC SOURCE A FIELD SURVEY BY BLAINE A. WOMER CIVIL ENGINEERING ON APRIL 1, 2016. SEAL --ENGINEER No. 46354 (IPPR DATEg\ C[IIlTY • PLANNING BLAINE A. WOMER .SURVEYING CIVIL ENGINEERING 'E� EERING • PUBLIC WORKS DATE rNTq/N SEE SHEET 1 V: t PARCEL MAP 32231 IP No. 1600 COUNTY OF RIVERSIDE SCHEDULE "H" ACCESS ROAD EXHIBIT I�lau►G\�(_1Ji/\V FI z z a w Q v F_ Q U LJ > LY R 0 o - U LLI� `) w z Q Q DIAL BEFORE YOU DIG PARCEL MAP NO. 32231 ACCESS ROAD EXHIBIT juR NINE lit WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN WORKING ENCROACHMENT PERMIT AND/OR A '0❑ WOR ING ❑RE GRADING PERMIT HAS BEEN ISSUED, YS YOU DIG 11 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT The private engineer saeing these plans is responshe, for assuring the accracy and acceptability of the *# hereon, In the event of "ncies arising after county approval or during constnxtion, the private e*er shall be lVrRl( BY DATE responsible for determining an acceptabie solution and revising the plans for .Ae. b. e1.... EWAER EG Edi REVISMNS LEGEND INDICATES EXISTING GRADE INDICATES EXISTING CONDITIONS INFORMATION INDICATES EXISTING TRAVELED WAY INDICATES EXISTING PAVEMENT GRADE TOPOGRAPHIC SOURCE A FIELD SURVEY BY BLAINE A. WOMER CIVIL ENGINEERING ON APRIL 1, 2016. SEAL --ENGINEER No. 46354 (IPPR DATEg\ C[IIlTY • PLANNING BLAINE A. WOMER .SURVEYING CIVIL ENGINEERING 'E� EERING • PUBLIC WORKS DATE rNTq/N SEE SHEET 1 V: t PARCEL MAP 32231 IP No. 1600 COUNTY OF RIVERSIDE SCHEDULE "H" ACCESS ROAD EXHIBIT I�lau►G\�(_1Ji/\V FI