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917d_spp C" OUNTY OF RIVERSIDE , STATE OF CALIFORNIA STR T MPROV AN FOR PLOT PLAN 6956 - PHASE 11 NO . , GENERAL NOTES CONSTRUCTION NOTES & OPINION OF QUANTITIES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION QUANTITY QUANTITY DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT RAW 50' 33' R/W 4' NO. DESCRIPTION _ _._ _____. _._.__ STETSON AV. STANFORD ST. _.____ _.__-__._ __.___ ._. ___ __ _..._._. _....__ FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED OO OLEXISTE TREES 3 EA 14 EA AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR 6' 6' 38' REMOVE EXIST ___.__._.._,.________...._W____._____._____......."_._..___........._____ _........_._ . ... _... ._. ........_.. ..._...._._ _ ......_ _ . ...._ __.....__ . . .._..._ . .. .. _, _.___. SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL . REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR 3 e 2' TYP 1' O2 #4 REBAR ®18" ____ REMOVE EXIST..TRAFFIC _ IGNALr AND RELOCATE AT THE _..._____ ._....._ 26 12 15 + - THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE I �; „ REQUIRED. I I ��{2 TYP EA. WAY 1 14 ...___DIRECTION OF RIVERSIDE COUNTY_.TRANS._,.DEPT. _ . _ EA __1....__ _ 15 I - -- I � J 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE VARIES LES VARIES O E E N T �'E-D SAWCUT AND REMOVE EXIST. AC PVMT 2255 SF 2297 SF q 2.8 6.7� 0.3-2.6� ��� � � :a .. .__...___ ATION ST OF ALL UTILITIES.PROPOSED PERMITTEE E�MUST AND ORMCCOUNTYNOF CONSTRUCTION ON EXISTING ?r 2q 1425 2 _y63% �� �� . �r96REMOVE EXIST. WATER METEREA � , ti�SCHEDULE AT LEAST (48) HOURS PRIOR TO BEGINNING OF CONSTRUCTION .;._�.�. 1, �;� :< .�. .. :,.:�... :.;.�.•:.. - EXIST AC 5 PHONE (909) 955 6790 .::;.,.:;:• 0 RELOCATE EXIST. POWER POLE AT DIR. OF UTILITY PURVEYOR3 EA EXIST. A.C. 3" CLR. © REMOVE EXIST, 2�0 CMP CULVERT 1 EA < 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE :••<.: l>, _ _ _._____.__ __.__.___--------_____ _._____. _. _ _ .........._._.... COUN „ s .. •, TY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND NOT TO SCAB S MIN ..,.. ,; :. CLASS II ` ;. t.,.:.. ::. :.: SPECIFICATIONS "LATEST EDITION", COUNTY ORDINANCE 461, AND - ---JI CQUNTY STANDARD NO. `!01 BASE :.: SUBSEQUENT AMENDMENTS. 0.38 AC/0.50 CL II BASE (PRELIMINARY) _ CONSTRUCT HANDICAP RAMP PER COUNTY STD 403 1 ` COMPACTED _ _ ___.._._ _. .__ _ _ .-___ _____ _. .._.__ 4. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR STA 79-P38.�'2 TO STA 86 .29.83 TO 95% - - - T.L=8.0 TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO THE PRELIMINARY "R" VALUE=6512 CONSTRUCT 8" CURB AND GUTTER PER COUNTY STD. 200 440 LF FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. _ _.__._. _.__. _.._........_.."._ _ __ ___.... ..___._ R W N®T711 , 13 5. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND � � 40' RAW ', O CONSTRUCT DWY PER COUNTY STD 207 2 EA 1 EA VARIES 33 -40' CONT ,ETE CAP TO FOLLOW EXISTING - __. .._ . .. . .__._. _ _.... __,_ CONSTRUCTED ACCORDING TO COUNTY STANDARD N0. 206 AND/OR N0. 207 - �� � � ��"� �„ _ � � � �����- �������-� �� ���� �������" -_ � -� � AS DIRECTED IN THE FIELD. 32' CR ,�S SLOPE. 14 PLACE 0 38 (4 1/2 ) AC PAVING (23675 SF) OVER 487 TN 166 TN 8' ____._. _ _ ___._____. . _ _ _._"_._ _ .__ 0.50' (6") CLASS II AGGREGATE BASE 328 CY 112 CY 6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE ......_..___ _____.__ ._ _...... _ ..____. VARIES 12'-19'+ 21'+/- 18' 3 14' 6' -. ...._ _ TAKEN AFTER ROUGH GRADING TO DETERMINE EXACT STREET SECTION - TAIL 2 I FOG SEAL OVERALL 0 0.08 GAL/SQ YD (240 GAL/TN) 0.75 TN 0.26 TN REQUIREMENTS. USE STD. NO. 401 IF EXPANSIVE SOILS ARE I CONCRETE CAP AND CSP (NO SCALE) EXIST. AC. 15 I __ _"_.______.___ ______.__ ..."._.....____...___.__ ___..___.._._._ VARIES 2' ------- ---------- ................. ........... VARIES VARIES 1 g L_ 15 COLD-PLANE AND OVERLAY AC PAVEMNENT 0 10 FT THICK AS SHOWN 2484SF 916 SF 7. ASPHALTIC EMULSION (FOG SEAL & PAINT BINDER) SHALL BE APPLIED NOT J•3-57� 2 g-5 % LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALTIC �-� 8% 2 --" --- ".-- 16 INSTALL NEW 14 GA -*?I"X °� � _ �1.. F'�r A --V LF SURFACING, FOG SEAL AND PAINT BINDER SHALL_ BE APPLIED AT A RATE 2, _ rT �•¢.AZL t° OF 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY. ASPHALTIC 14 12 _ CONSTRUCT 54' LONG CONC. CAP PER DETAIL ' EMULSION SHALL CONFORM TO SECTION 37, 39, AND 94 OF THE STATE STANFORD STREET �-- STANDARD SPECIFICATIONS. _ _ SPECIFIC PLAN TYPICAL- SECTION PER AI ICN NT 18-E-6 __ CONSTRUCT CATCH BASIN W 7 H�� ��E` ������� 1 EA . 8. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY NOT TO scAl.lr I 18 PER COUNTY STD 3C0 ' 1 EA STANDARD NO. 816. RIVERSIDE COUNTY STANDARD NO. 102 _ _ _ 0.38' AC/0.50' CL II E (PRELIMINARY) 19 CONSTRUCT 6' WIDE SIDEWALK PER COUNTY STD. 401 3380 -SF.,- 1180 SF STA 24+57.89 70 5 29-X23.95 0 CONSTRUCT 8" CURB AND GUTTER PER STD. 201 _ 495 _LF 9. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS T.1.=7.5 __ _ RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE PRELIMINARY "R" VALUE=65 21 INSTALL STREET LIGHTS PER COUNTY STD. 1001 2 EA 1 EA AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING * ADOPTED 8Y COUNTY BOARD OF SUPERVISORS DATED OCTOBER 26, 1971 BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS ® CONSTRUCT CURB OUTLET PER CO. STD. 309 1 FOR THE CURRENT ASSIGNED TRAFFIC INDEX. EA 10. STREET LIGHTING SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED �3 RELOCATE EXISITNG F.H. & VALVE PER CO. STD. 400/701 1 EA STREET LIGHTING PLAN. CONSTRUCT 8" AC DIKE PER COUNTY STD. 212 50 LF 11. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED (n f,AA�fTf1�.l,T_ �, AT �,,T ,T - _- v7 I I , . rv� s-; ��� rtt��utttt-etc tt: rrtT� tt1-,�cr, - WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE 0 7FIAG-' NO, 668 _6 PLACE 10'x10' 1 4 TON RIP-RAP ��"" 1� PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LAND- 0 / SOAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ao CJS 02JI _.____. ___ __.___ .___._-..__ _. ____..___...._.___._._______ __.__._..._......_ ___. _ ___._____ ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY I II _ _ _ _ _ , " e g � REMOVE WEIR BOX AT LAKE HEMET WATER DISTRICTS DIRECTION 1 EA STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS le 1117771 / / / / / 77 / 7 / f DATED JUNE 1990. �8 CONSTRUCT 8" TO 6" TRANSITION CURB AROUND CURVE 55 LF _...._.__.�_._.- 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO.460 AND 499. A. JACARANDA (mimosifolia) LU 1 B. GOLDEN RAINTREE (Koelreuteria Paniculata) C. LIQUID AMBER (Styraciflua) - - / OWNER: ' 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO T. 5S . 2 1W. , � 1 INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING HEMET COMMUNITY CHRISTIAN CHURCH ,1 3 S . B . M . SIGN; WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS AND TO PROVIDE FLOOD PLAIN LIMITS 41762 STETSON AVENUE SAFE PASSAGE FOR THE TRAVELLING PUBLIC AND WORKERS UNTIL THE FINAL EXIST. 24"� CSP HEMET, CA. 92544 COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. (909) 929-2135 PROP. ATTN: PASTOR JOHN SCOTT 79 W W ~ 14. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR 90-214 CFS n 196 CFS I- w w w INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO Q�00 353 CFS -323 CFS BASIS OF BEARING LUOf J I II J REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED q00 � ' (n V) J lJ OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. CATCH BASIN �J 74 THE BASIS OF BEARING FOR THIS PLAN IS THE FLORI A CITY HEMET AVE. EXISTING �I CENTERLINE OF STANFORD STREET, BEING ' -- a- COON RI .. E .. 15. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE DRAINAGE PROJECT SITEJ NORTH 00' 03' 14" WEST PER MB 92/18 1 } THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION COURSE SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION THIS PLAN IS NOT VAUD FOR CONSTRUCTION O i PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. DIRECTION OF UNLESS COZAD AND THOMSEN PROVIDES FINAL Z D Q _ r OPINION OF EARTHWORK (ROADINAY EXCAVATION) DRAINAGE CONSTRUCTION SURVEYING 70 MAINTAIN U : O � . � Z z _� �. - RESPONSIBLE CHARGE AND QUALITY CONTROL Q L� CUBIC YARDS OF CUT____ 1000 CUBIC YARDS OF FILL__450 �" �' " " '" .. ... _- ... Com' , Qe =10 CFS __ I 1-1 as O ry z z THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED --- - �00=16 CFS- NOTE: ITE U O (Q GROSS VOLUMES AND DO NOT INCLUDE THE EFFECTS OF OVEREXCAVATION, ���jpp�pp��d �C�pd��� Q�C�p ! STETSON AVE. RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT - - - - , TO FIELD CONDITIONS. THE RECOMMENDATIONS OF A SOILS ENGINEER SHOULD I � s BE APPLIED TO THESE QUANTITIES. THE CONTRACTOR IS ADVISED TO PREPARE n TOLL ' HIS OWN ESTIMATES FOR THE PURPOSES OF HIS BIDDING. STETSON � w �� h TOLL, FREE � I Cn N NCH MARK NOTE CD 9 taa,* (- ���� 0 0 0 0 VI z NON-STANDARD BENCH MARK ALLOWED ON THIS PROJECT IS FOUND m. -�� - - � X00 C INITY IN FIELD BOOK 954 SURVEY NO. 3707 RIVERSIDE COUNTY SURVEYOR, �. "A P EGEND ��� 4yx. ; -C) AND ON STREET IMPROVEMENT PLANS FILE NO. 776-Z. 4 A. MAP�t�� � r N U T T O S C A L E _.. CD RIVERSIDE COUNTY NOTICE TO PRIVATE ENGINEER � A, •��1 , �.a ,,. SCALE 1"=100' STREET LIGHTS TWO WORKING DAYS BEFORE YOU DIG Thomas Bros. Pg. 841 E-2 1996 edition � � � THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE " ' � rmn " � I,, ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF Data '' ' DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE ' f' I "®1$.-s+ . ��i "NOTE: WORK CONTAINED I�tl1Tl°iIN THESE PLANS SHALL NOT CO����Ei`dCE UNTIL AN PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION / G Q AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ���qTl � � � k ' ,Is1( �� V ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED" _ z,: PRIVATE ENGINEERS APPROVALRECOMME FOR SEAL COUNTY SEAL Revisions: Prepared Under The Supervision C)1:: e ;CIVIL/STRUCTURAL ENGINEERS COUNTY OF RIVERSIDE Sheet No. NOTICE TO CONTRACTOR �,_ OF�ss� OfEss No. Data: By: Description Approved: ���0 MUNICIPAL CONSULTANTS - - QR °N QS �oN q _y; t °SURVEYORS GPS GEOMATICS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY �� �� ' �� 0 A 0 k� Col ! I� �� ' " `�� '`� " ' " �' � ���`� ������ y' o �4 ti r F �B �o F 3_ � "'- /Nc. .LAND PLANNERS PLOT L o. 6956 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS _ - - `� ti ti� �`" `��, �t� �� a x ® �I'04. P17REGISTERED CIVIL ENGINEER NO. 26159 o PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS �-•' •• '� D ate): '• '�!` REGISTRATION EXPIRES: 3/31/02 151 South Girard Street + Hemet, Ca 92544 • 909) 652-4454 ' _ T �T I I VEND T PLAN REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL " Y z '" " ►^ FAX 909 766-8942 E- AIL cozadOivio net homsen®rvic.net OF L� SHEETS F; ,�s No. 33950 � a Na. 2s15s ApprCiv+9d may, Scale: Bench M�rli: B.M. N0. 3A65 a WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD DATE: Exp. 6/30/02 Exp. 3/31/02 FILE N . Cn THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR � �•-; �. , - ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CHECKED BY: s� civl� ctvi� �� CUToAT MOST SLY. COR OF BOTTOM CONC. STEP , L I 9 9 - AS NOTED o EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER rF �Fo� P� Fo¢ ,�� .- OF HOUSE N0. 41762 STETSON AVE AT N.E. COR. t; �. - o F L 0 \ .v.n..3 A F 9301401 � OR THE ENGINEER. DATE: C CA � OR T'",ANSPO�iATION DEPT. RIVERSIDE COUNTY, CA. STANFORD ST. 781 RT. STANFORD ST CENTERLJNE ` r ®e>slpned: R.NUNEZ Drawn: R.NUNEZ Checked: R.THOM5EN ®eta: "sd^, ED &�THMAN Date: ' STA 24+ao�. �._. R.G.E. 3950 REGISTRATION EXPIRES; 6/30/0213 u W _ t w � �. - ., _ - - . _, - _ .; - -- ��.-�-, - ,,, .._� �: . , -- _ 1111 : ., _ I I I I ITMTOTM - �1_" 11_.. _1111 11_ 1111. 111._ 1111 1111 __ 1111.... ___ 1111.._ 1111._. ._..__�... ._ .,___._....._._ _.__ _ ____.. ... ...____- I I{ a _"". 1,"111 ..-�_... 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SCA 1 4 - - _ _ _ _ _ _ __ , __ _ _ � _ _ _ _ Ei "1111._ .. __.. 7777 _ 1111_ _., ._. 1111..1111_._ .- ., ._ _ 1111 __") __ - _ 1111. 1111. _ -. 1111 _ _ .., _ I ._ _-.�- � � 1700 CL 77+00 78+00 79+00 80+00 81 +00 82+00 83+00 84+00 �' 85+00 13 80+00 87+00 88+00 89+00 SrANFO rR ,fir SEE APPROVED GRADING PLAN SEE SHEET NO.3 FOR ALL ON-SITE WORK :_�� °' --� __ _ x� 9x. - 1 ` r� 1 JJ r J r� x 9 w-.111"1"- - 11 o \\ C, �3 q ,`,d, i 1" -,,, 'F I_ (;jam = _ `� # � A. U �Q // A O OSED I�z 1k �/-- "I 0 / SEE SHEET 3 `-._� - CHURCH PARKING / `6 I 11 I \ (o ,rl a d� `_ �- - ,�°•, _ �`� EXIST. 8 SEWERLINE I LAKE HEMET MUNICIPAL �. } PROPOSED R/ 19 �� � ® r ��s .r ff ff ® , I ('n [ •m and ® ® �. �.... 1111 1111.. q''" :r �r�.a. uo m.r �r wn -::- - -.-,: - - - .r m s so rr.. ter,'.. :, �r •w.� 7 ,•�p.,ya 7 1 _ Y� �v D '�`lAT 'R DI I('T FD 2X2 HUB, F SH "e" - _ ,I EXIST. R/W / �. .. }� . :_. : , a W/ RIV. CO. 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S2 • 1111 _® ® m. 1111.. 1111 � m m d Qz� z m (D M m0of8 WO12 m m O � I " O tY H-Q 0 ] ,� I'`I ,ao N rn rn o r- 0 � r 0 r 0 O 0 .3 v w X w 0 I ' n 00 ( 0 0 0 0 rn 4rn 0 ¢X o J ` r 00 00 to C7 r` O cV W O 4 Q C7 Q¢ t1) Q �! `� J E) r J N a �J J��J r �� cn o v i (0 00 0 (o o (o o � a- o; 0 0 a I-- Q �3 ) . Q Q z w� o �� I - M z u, c0 ao o r� in h + o �1" � 0 C�-i + + U + U + + (� .i a+ , )+ +U z Q �j- z IJ J IJ + W + 0 + + + °+ + � + + � + + 6_ ,�sa �; J - LEGEND H .:� r S r H J J I U rn o� rn 0 O O O N LL L� � CV L, LL cV I- � `� rJ I- 0 r` r` v d- d- � LO I I LL ; a I- r- oo r` r` 00 o0 00 00 00 O_ d 00 00 00^ 00 00 00 00 � )�LL Li Q Z z C> 0 ¢ d � $��4) I- c~n ~ c~n N ~ c~n �i ~ i� z rt ccs j +Jt r�ry 0 I- � I- I- I , T_ (0 � 4 U LLI a- a ¢ Q d-Q Q �n a a m Q ` H N I- w o Q d-u� "' <t cr' d Q r` Q Q Q 4 T NEW AC PAVEMENT cn tom c~J) r�cV (n r�cV to cn r� N cn N ~ N o0 0 z 14 I 1 1 1 W w h t- Ln -4- � I�1 i (o Ln �� ��Q� N w CONSTRUCTION NOTES 11 �., _ 3 REMOVE AND REPLACE AC PAVEMENT NO. DESCRIPTION i ! 0 �P W r_/XJ :� rJJ�J�� r�r .�1� 1�J r1r� J J r J A __.__________-- - 1111_ _�___,___ �_-. _1.111.__. E 0 0 15 COLD-PLANE AND OVERLAY AC PAVEMENT INIMUM. THIS O + -, ADDITTION TOMTHE 2.0' WIDE IS THAT REMOVE EXIST OLIVE TREES oo Q r - ` 2 �I yrµ` ' IS TO BE COLD-PLANED AND OVERLAYED AS V REMOVE EXIST. TRAFFIC SIGNAL AND RELOCATE AT THE w r t SHOWN ON THE TYPICAL STREET SECTIONS v� m °_ '_ DIRECTION OF RIVERSIDE COUNTY TRANS. DEPT_ TAC •"`"'� � � - �,_�` ON THE TITLE SHEETS. O SAWCUT AND REMOVE EXIST. AC PVMT. _ ___w,.-�,__-_ 1111__.-._..__�.__ _._---, _,- a__.._ ___ . _.._.____, 0 REMOVE EXIST. WATER METER _ _ ,' 11 E_ __.. ____, __ _______._ __...___ ______. ___.______-__ ".....1.111. ._"___.__..___,._________ ` I. 15 COLD-PLANE AND OVERLAY AC PAVEMNT 0.10 FOOT THICK AS SHOWN 40 0 40 120 Q - __._ 1111_�__ ________. 1111,_ __ ._ __,.,__"_ _...._..._,. .. ______ , _____.__1111_ ______..__ __ _________._. ._ _ __ __1111 1111____ 1111-11_11___ P-jl -11-111 10 CONSTRUCT HANDICAP RAMP PER COUNTY STD. 403 � k : ,,. , 19 CONSTRUCT 6' W. SIDEWALK PER COUNTY STD 401 S C C1 e " = 4� f t _111.1__ .-._.._ _-________._-__ 1111_- _..__ ,__11 _1 111._.. .__._ _1111_ 1111__ 1111_____1111__---1------_.,_._ _1111_ _. _.._.._. 1111_ _ _ ._1111.__ __ ..1111___ _ 1111 _ � CONSTRUCT 8» CURB AND GUTTER PER COUNTY STD. 201 Ir 13 CONSTRUCT DWY PER COUNTY STD. 207 21 INSTALL STREET LIGHTS PER COUNTY STD. 1001 ADDITIONAL ' OF ROAD RIGHT OF ___-_"___-1111_ _____-______,_______.._.._____-__ __ _.,____. _. CD _�4 _..._PLACE 0.38' "(4 1/2') AC PAVING 20355"" SF OVER _._._.___..._..._.__...___.....__.._...__ `�� REMOVE WEIR BOX AND "FLUMyE """AT LAKE HEMET 1111.._ ® ®I GATE D AND I�D E D -- _ Y V A THIS PLAN IS NOT VALID FOR M0.50'(6» _CLASS II AGGREGATE BASE----,--,------ WATER DISTRICT'S DIRECTION ____ PER INSTRUMENT QTR U Iv1 E N T N U N1 R 3 7 3 coNSTRucTION uNLEss co�D AND = ___ 1111_ _ 1111... _--1-11 1__ __ _ _ THOMSEN PROVIDES FINAL CONSTRUCTION iz t `;FOG SEAL OVERALL 0.05 GAL/SQ. YD 240 GAL TN 8 CONSTRUCT 8" TO 6" TRANSITION CURB AROUND CURVE ®A`� E® �'®�C �' 1 9 T• �` G ;,7 SURVEYING TO MAINTAIN RESPONSIBLE '" ='` CHARGE AND QUALITY CONTROL 4 r' N T .,;� -1111_,; _. 11l - w _...,m- _' _ _ _ _ - _ ,.� _. ... ,r - _�-."'�• . ;^--r.. .,.,,.ter- _. n ., 1111,. ,. � .;.. _, :. ..1111 ,.., 1111: _ _ ;,... „_,.m. .•�.,�,... �--� „ _:..n 1111'.,1111 - - - - - 1111 - - - - - - - - -_.. _. _ - - 1111. 1111,. 1111. - _. .. 1111 -..�. u.::-� 1111. .�.:.. :- - 1111 __...... -- 1111.;. ;_ -. ,.. ,� ;.,. ,. .:. ,.;� � ,1111:� F v ,- .,<. r � 1111 ::. .. :,. 1111.,,1111,1111.: . .>-.,.>�rz. 1111.,-�-',--. ;-...�..-.�,-,�-.�� „.......,. 11.111111",.:-s-.�-.,. ,: _: rr-A.< .�'�`�"•_-;. ,a..1111 -,;,� -...:.:,; .�-,.�.�..�.-1111 11_:'11iM.-,--._„a,- PRIVATE ENGINEERS RECOMMENDED FOR SEAL COUNTY SEAL Revisions. Prepared Under The Supervision Of: •CIVIL/STRUCTURAL ENGINEERS BOUNTY OF RIVERSIDESheet No. NOTICE T® CONTRACTOR - By: Description: Approved: OOTID c • No. Dat O D MUNICIPAL CONSULTANTS . ' RpFESS/p - _ ,f •SURVEYORS/GPS/GEOMATICS 2 �� Q % QRpF ESS/pN p I n,! `;' �4C�� >' `' .� , ,' - O _- o o �! b i- _/� > �0��� iHc. .LAND PLANNERS PLOT PLAN o. 956 o � CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY �� �0 A. o�, �, �� g. CO I9 F 9 , FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS �, '. �, 0 2J,.a.f -: « 1 " - _ , I ,� 4ay, cv C i , S! s/mo!' V a �' '�' �, a� 2 1� 93,n• +1,.ia.� `�e-. F+�Jrft.. -? . na /s!/"1 to S+" � e� f,.*, '� REGISTERED CIVIL ENGINEER NO. 26159 � STREET ,,. :., CD PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS y z`t �' - to � ¢ 151 South Girard Street • Hemet, Ca 92044 • (909) 652-4454 - ®F 4 Cn 4 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL s" Q Y q z D t e; _m r i� REGISTRATION EXPIRES: 3/31/02 FAX 909 766-8942 E-MAIL cozadCIvic.net • thomsen®ivic.net SHEETS WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD DATE: ' � wx ) � No. 33950 z � a No. 26159 � Approved By: Scale: Bench Mark: B.M. NO. 3A65 Cn THE OWNER AND' THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR * Exp. s/30/o2 * * Exp. 3/31/02 * ff CUToAT MOST SLY. COR OF BOTTOM CONC. STEP FILE No. w ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CHECKED BY: s Q. 1 =q..0 `r clVl\ sT Ciyt\ / f P _� OF HOUSE N0. 41762 STEPSON AVE. AT N.E. COR. TA. 79+38.72 T -x 29. 3 9 01401 m w OR THENENGINEER.ABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER DATE: 9Tf v� CAS\�0�� 9lF CF Cpl.\io�� a iR T'�ANSPORfATiOiJ DEPT. RIVERSIDE CO., CA. STANFORD ST. 78f RT STANFORD ST. CENTERLINE r DeaIgned: REN Drawn: REN Checked: RFT Date: <�/'� ,- f K ACED A. TH AN Date: DEC, '97 STA 24+801. Dv3rj. Info: id -�-- .- •-,. - - ._ _ .-;.; . 1111., R. .E 33950 REGISTRATION EXPIRES: 6/30/02 ELEV 1703 13 ,, � r . .,,, _., _ 71�- u_ ,� ...� 1-1,11-� - n_ 0 ryz OO ! II I i ! 1 i i I I i �i �� [ -� i f--Ti E i , I 1111_ _ .- .1111 _ .._ 1111. 1111_.w_____...._ .. �.__ _ _ _ _ 1111 1111 _ . . ._... _ 1111 �.. 11. 11 1111 _ 11. 11 _ _ _ w 1111 _ _ Li� _ . _._ _. 11.11 . 1111_ 1111_ 1111 1111 . . 1 t f f k ¢ '? 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""'�' 9" T� T`"'" T' "Y _� 1111 1111. )� 1 _,,,I..... 1111 ..__t..... 1111...¢"' � Y. .. _. . __�_.... 1111. 111"1_ -_� `� ---�--- --r- , I -� � : � � , _. ._ - 1111. 1111. _ .. __ _.�,... I VERT. SCALE. 1 =4 I _.� _ _ ._ 1111_. _ _ 1111 _ _ _ .._ _ E _ I I : € , 1111_ ________ ___­-.-­.1-­.­.-­­1____ _1111 1111 1111. 1111___1111_____ 1111 . 1111 1111.1111_____ I o o EJDIC � E I _ _ _ 1111_ _ __ __1111 1111 _ _ _ _ ____ _ - - _ _ _ _ 1111. 1111 _-_ _ 111111111111 11111111_ _ _ _. _ _... . 11- __ _ ._ _ _ 1111 _ _ - _ _ _ _ _ _ 1111 _ -r HORL. SCALE: 1 40 __ _. _ _ - __ _ _. _ _ _ .. _�. _ _ �_ j€€€E _1111._ 1111.. 1111.._ 1111.. _..,.�._ ... -­­ -W----1'___ E E ¢ f ._� , ..... __. _' _�__ `_ 1111_._ _ 11.11 .. _ _ ... . _ O i , F -, I i T I - E : C i 11- CONSTRUCT 6 CURB AND GUTTER PER COUNTY STD. 200_ 21+00 22-I-0® 2� 0 24•+0® 25 -00 26+00 27-x-00 28+00 29+00 3000 ,31-x® 13 CONSTRUCT DWY PER COUNTY STD. 207 1111 � _ __ _ 1111_. _. ___._.___1111_____1111_._ 18 14 PLACE 0.38 ' 4 �� AC PAVING (22277 SF) OVER w______.____.__ ._ -� O17 0.50' -6" CLASS II AGGREGATE BASE _ Un (n THIS PLAN IS NOT VALID FOR _ 1111____ ADDITIONAL I OF ROAD RIGHT OF 16 CONSTRUCTION UNLESS COZ,AD AND �_ FOG SEAL OVERALL ® 0.05. GAL/SQ. YD. (240 GAL/TN) 4�1THOMSEN PROVIDES FINAL CONSTRUC71ON 15 COLD PLANE AND OVERLAY AC PAVEMNT 010 FOOT THICK AS SHOWN 14 N LO L 4 SURVEYING TO MAINTAIN RESPONSIBLE .__. _ 1111_ 11- __....__1111. PER INSTRUMENT NUMBER S o s � ory �a 1- -. F.. y . 6 II II z CHARGE AND QUALITY CONTROL 16 INSTALL NEW 14 GA ;, 7� �:z.,, P 5 ro __..___.._.__.._......__..........__ 1111_ .. _ _ .1111 ..._ 11.11_.._ DATED OCTOBER 24 , 1997 4 Q , I 2 3 5 13 3 5 5 U a 17 . G_4.N.S QT___�4___L9_NG....._CQ_N_C __GAP__P ER__aTA�L 1111 1111 _ _ ai O U- �-% n W F- O �'� r• rn I- C) 0 -j 0 r r- o I--i : z �4 r U I r . � rn (n Q w O 1-- I--- o0 N O N(Jc Q N c )��'i � o g - _-2---,-_SHEET 1 �� -- �� _,_ `7 31� � .m 1111 t..:A®.. I '� .coff f (0 W (0 r') :n p �(). . O P F_� z :ii co a 7 _18_ r I 1-J r\ + • 0 + • � P ' f " f7 r %� J S ��J C j I i +rr + 1 + >- d + O dam- � m a)(,;(, Co r C � o 0)i z t CONSTR�uT AT H � �N. H1=7 _ _ m_ ;T= .._...._......... ---- X d I d d- -r DD u7 m N N_ N O( �( > .O � N O Z N - �, N N N w N O Q r o w p PER COUNTY STD. 30� _ ___..._._________.._...__.. 1111___ 1111_ _____.._____._.__.__._ rJ r 1��J r + < U r✓ r-� I. N Un 26 0 ` I `O w w U~4n w 1 g ' N U, LL d U Un r J� J iJ r J J�J -' r m U I- CONSTRUCT 6 W. SIDEWALK PER COUNTY STD._401 NOTE: rJ J r� J-J I ! `E I N =1= ( 0 to � 1111 - Q ,(- �� rn a, r o_ CONSTRUCT CURB OUTLET PER COUNTY STD. 309 HYDRAULIC GRADE LINE �� > > > J r N - ._�_ ___ _ _________�___ -________-____ 1111___ _ 1111_ _11.11_ _ ________ J- I 1 �. I Ld � r r 11) <I. . W rn N rn M LAKE WB'GIEr MUNICIPAL y'd.D• ® RELOCATE EXIST. FH & VALVE PER COUNTY STD. 400/101 - I- cV� tp / / + EXIST. VCP SEVrER ALLOWED AT THIS LEVEL I + (I) U I: _, °N° N °- N 5' 'JEST OF C.L. 2�4 CONSTRUCT 8" AC DIKE PER COUNTY STD. 212 �'�"°' --'�°°'•' - ® "- nnu�+Tn',�1, InT^-�) u r 14T nrn-Y nnl 1°ITl nTn -�A� DUE TO REGIONAL DRAINAGE // \ �- - - ® � 1 9 � Z N 0144""T' � _ _. 11 __1111._ _____­­-----­-­­ 11.11_ _ -1111 11___111111_ PONDING DEPTH ----___ _ ^- _ . _ _ _.. _� � 4 _ "� "� '� ®' ® � ® � _ ® ® ® � CE 10'x10' 1/4 TON RIP-RAP VELOCITY REDUCER EXIST. EPQ `EJ PLA EXIST. CURB & GUTTER 1111_. _ __ 1111 11.11_. 11.11_. W_._. 1111._ M.__ ._ 1111- 1111___ 1111____ �'`� 11.11 __ 1111_ 11.11_ __� 1111_.___ 1111.__ _ 1111___ _ -1111.. 1111 ­­ CONCERNS. 1111. 1111. 1111..__. 1111_ _ 1111 ._ --_ 1111.___ 1111.__ ow AND VELOCITIES FOR _ � � � 1111__ _ "� S w � STA 32+24.97 CL INT. SURFACE D RAI NAGE ARE _ ! 5 N 00'03'14"W 805.03' S S S FOUND 2X2 FLUSH 22+00 23+00 24+00 15 25+00 26+o0 27+00 1 2 • ' o I 29+oo PER MB 92/18 W/ "RIV. CO. TAG" r- N W -.' W - N w w �' w w w ----+ ASSUMED TO BE OVER REASONABLY LOW FOR '� EXIST. AC DIKE -�, 15 3 14 O N N 15 14 12 % _ r 15 3 14 EXIST. E.P. PIPE AS CALLED OUT d -m _ 1111____ 1111__. 1111 1111 1111 1111 1111__ _1111 ._ :m _1_ 1 m - - � .w _ 1111__ -. _ 1111__. M ,. - ,;( � ,1 ( ( g, ( ?, �., - €<'`< - ON MB 92/18 LOCAL FLAT TERRAIN . A k � � � g .A �tI __ Y r . . .: _ - _ 1 1 m .� 1111.. F "X " H FLUSH ❑ _ 1 g EXIST. R/Nh 1 1 �. v ® ® .. - C� 1 OLD RrW 1 NEW W --- , 11 D. 2 2 UB, I R=35.00' j q LAKE HE�AEf �1UNICIPAL J.D. 71-11­ ,- W/"RIV. CO.� SURVEYOR" I L=54.93' z TAG & 4-1 X-TIES. '`I i ..: EXI 1 WATERLINE (� ­11, STA 24+19.94 STANFORD ST.= I 0�4'55,10 m " �m 9.5 EAST OF C.L. 3 .95 0- �� 1 LOMA STREET STA 79+20.00 STETSON AVE. O� O Q P 1. > LO+ NOTE: °' n = I �, I N QQ N QaI'" tj U c I 6 h' 9x `� SEE APPROVED GRADING 0 Ui N w r✓ r�- r) r' �'� r' / 38 <9 G'j 1P c9 f z [f)(1 J r, ri rr JJD PN rIr\� ti 'R C) 0 Q PLAN FOR ALL ON-SITE `t I I � �=�.�° . )- LEGEND -I "o ,gyQ& T/^�8� IMPROVEMENTS 1� �UI.�,� W'J7 ) C) in,o -O 61,.'I+ L" VT - N N r.p N r�< "f I I � TO 9 O I I II F- o�rn 1- ai� �_ C cc 40 0 40 60 120 STETS�N VENUE �sl� �� �s o Mg6 �� �� '�` 14 NEW AC PAVEMENT M SEES EET 2 f 0 °•tiC, ti��� (� � PROPOSED ' --'- URCH PARKING a. 1 �1. nazl - r; ��.i ELI 1111., o 'r �". . r_ Tiq±- -l�­: �v=q9 mLz- , -A,-` kS--- E 7 I' ,,--- S C CI � � � �� = 4O f t . - �&: , z, 1:11-1 - AC PAVEMENT d-i .9 ;r Q N .�,,..- -1111_.. , ,a,..: _ - _ _ _. -- ': ._--r-----,. - - - - .�. s.,.� 1111:.. „r ,..,.r -�.-.. _ .-. . ,-1111-.-.�--.�,.-a..r -.-.�.- - - .��. .�_.,.. ,. _ --s.. , .r 1111...---, w -- ,-� �.�.,. 1111 - .. -�.-,-_--�-�.- 1111..-�..,:.,- .- _. ,� _ _x.. �-- _,z;, ,_ 1111.,. _, . _.. ...,1111. ..,- . 1111 ,..,f _ •CIVIL/STRUCTURAL ENGINEERS PRIVATE ENGINEERS RECOMMENDED FOR SEAL COUNTY SEAL Revisions: Prepared Under The Supervision ®f: � COUNTY OF RIVERSIDE Sheet No. APPROVAL 00dff C.7 • MUNICIPAL CONSULTANTS NOTICE TO CONTRACTORCD -> Q , FES S/pN Q�pFESSI0 No. Date: By: Description: Approved: r •SURVEYORS/GPS/GEOMATICS 3 • ND PLANNERS PLOT PLAN< / ( ;--/ o q� o ✓� 1 :Ct Fes' `. �. •s'1 g� '1 - Svc. .LA a. , A. f . CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITYCD ��' �� o1' F �`` ® coZq (^ --,, , �.j � A - �, _ � -1 ,, 9 �'. � w o _ '.<" I./- y 2,V �4' O y 4 r� 4 � . o „ : .. 1 " �4�&�b a " �•./_ AEGISTERED CIVIL ENGINEER NO. 26169 M FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS C2. �1 °"' t t/ y z� 'y f `% ®ate: J 1 . �,/,, REGISTRATION EXPIRES: 3/31/02 151 South Girard Street ® Hemet, Ca 92544 • (909) 652-4454STREETIMPROVEMENT PLANOF 4 SHEETS CD PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS - - % - � FAX 909 766-8942 E-MAIL cozadVivic.net . thomsenOivic.net REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL f�q W Y No. 33950 `^ No. 26159 m " IV g �, a -V Approved By: Scale: Benoh Mars: B.M. NO. 3A65 WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD DATE: Exp. 6/30/02 Exp. 3/31/02 FILE NO. C--1 THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR * '� / l » CUT aAT MOST SLY. COR OF BOTTOM CONC. STEP % ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CHECKED BY: s� cwi� �,�V sr civic �,\� / r EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER 9rF o� qrF o� � ¢ Z7 � 1 =40 OF HOUSE N0. 41762 STETSON AVE AT N.E. COR. T' ��°I+1 T' ,� . 9301401 C> OF CA10 OF CA0 �.,.y `�, ' OR T, ,ANSPOP,fAT� DEPT. RIVERSIDE CO., CA. STANFORD ST 78f RT. STANFORD ST CENTERLINE R-, OR THE ENGINEER. DATE: C7es1 ned: Drawn: Ch�sckscl Date: '" - , k`�%��-ED A. c�'d��r�AN Date: STA 2a+so�. Dw®. Info: R.NUNEZ R.NUNEZ R.THOMSEN R.C.E 33950 REGISTRATION EXPIRES: 6/30/02 DEC. 97 ELEV=1703.13 _ - - �.�_ �_ .f_ w . , . y,..�r_ r., 7a"=�­ IL 7.50 NOT TO SCALE 2TYP— #4 REBAR @18".1 2" TYP EA. WAY14 24 04 EXIST. AC 17 - 3" CLR. M IN.. 16 CLASS II BASE COMPACTED TO 95% T_rr _1 1.75' 2.00' 1.75' 1.00' 1.00' RAW 33' 40' R/W NOTE- CONCRETE* CAP TO FOLLOW EXISTING CROSS SLOPE. Uj 16 INSTALL 21 "X15' –14 GA CORRUGATED STEEL PIPE–ARCH (CSPA) j fm OV, o a 22' CONCRETE CAP OVER CSPA (NO SCALE) 0 LO 0 LO 0 O� z 0 z z tY WU Uj cn w C5 �5_ 0 > LO w 0 0 0 _j10 z+ + w w z + CO 0 ry co m o; N C14 0 C14 It < Uj V) V) U x c� V) wN0 _j cj c\1 0 x EXIST A.C. PAVING LO LO 10.33' rn 4, au- n _j 00 3t _j < E - - - - - - - -J I-J, L cui T_ V)Unj EXIST. 12" WATER Uj V) U C.D C3 w0- < nc-)m PROP. 21"X15" CMP ARCH PIPE s. U_ _J CL 0 < 6 99.52TC EXIST. A.C. PAVING 10 0 --:z Uj 1.75 2.00 1.75' tmf 13 0� 7)1?c 0 L< L CL —————————————————— ------------------ ' SEE U423T AILS U E.MOW 7.50 r"��:-73 LT ii�� 17�� "IA F1 Ld" 99 S=0.0050 L=59.50 Q "A ac _45 z) _j 0 z z WTUR AR_KIN Gj L 0 T z0 FU 0 LL. a- 0 00 00 w 0 Of Lli U- bi 4) 0 OPENING _j (n Uj fy_ > 0 x <( Uj z V) 00 DEPRESSION CL < M 7P 41 69 49 (A I.D. BOX 0 .14 4 0 oz 6" CURB J1 01 DEPRESSION R"" W USE' NO rg 0 EA SIDE 4 REMR 8) rn rri OPENING SPACED PER RN. CO. z z & DETAIL NO. 300 z 99.52T� 99.64T T10 7' m FINISHED GRADE _� BOX 2% BACK OF CURB r if CD OmO T A"iGUTTER, C4 GUTTER DEPRESSION CSPA I t 00 cn L I U-i -OPENING AT BACK OF BOX o CURB FACE 0 STREET 71 SHALL BE 4' WIDE X 1.33' HIGH OPENING 2-21"X15" CSPA o IM CXf 00 BA81A `5 7A. 28-00.W PLAN 'V J, 't;I J 0 N Of- MILET ELEVATIWI (BACK OF BOX) c\j cn cn ti y r N2 , ZE T iu j Cu to -777 -7 Revisions: Prepared Under The Supervision Of: RECOMMENDED FOR SEAL COUNTY SEAL CIVIL/STRUCTURAL ENGINEERS COUNTY OF RIVERSIDE Shot No. PRIVATE ENGINEER'S APPROVAL No. Date: By: Description: Approved: - MUNICIPAL CONSULTANTS NOTICE Jo coijTRACTOR ROFESS/O Of S/ LAND SURVEYORS/GPS PLOT PLAN No. 6053 4 -X, 0 // 92 F-11 Vi M/0. :IAND CD �_ZA PLANNERS A. o�, CO Ift C) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 61� 1,0 REGISTERED CIVIL ENGINEER NO. 26`159 1_9 11 1- 0 D ate: REGISTRATION EXPIRES: 3/31/02 SYREET INPROVEMEHT PLAN FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 151 South Girard Street Hemet, Ca 92544 . (909) 652-4454 OF4 CD PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS M SHEETS Uj No. 26159 rn STANFORD STREET REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL uJe No. 33950 r." Approved By: E3anch Mark: WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD DATE: ExP. 6/30/02 EV. 3/31/02 FILE NO. THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR CHECKED BY: c1V%%_ civil. A AS NOTED w EVISM cn ALLEDGED, IN CONNECTION WITH THE PERFORNIANCE OF WORK ON THIS PROJECT, P4 %* P_ \1 " " /-Ojwj/�" �54 9301401 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER DATE: OF CAL OF CA0 11 FORYRANSPO��TATION DEPT. RIVERSIDE CO., CA. OR THE ENGINEER. A "-K—HALED A. () ti AN Doal!onad: R. I)rawn' R.THOMSEN Chooked: K.COZAD D a t e: R.C.E 33950 REGISTRATION EXPIRES: 6/30/02 Date: 1/25/00 Dwg. Info: 10