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865t_sppt�jr��rrr�,�sssss„�+nala ,e (I' $V2 l� e LOC MOAJ MAP h10 �_fALB T. 35.1 1Z8V✓ � 3Ec"T"IOV�I Z5 rte. G� U' NZ 3 4 S dR S + / t q \ \ tom. \ + Q Zo a 1 14 29 + \ + -a -T A- �/ / a4 / O INDEX MAP & FLOWCHART h.;1.v SCALA. QUANTITY ESTIMATE STD.200 TYPE 'A' 6' CURB AND GUTTER ................................ la oho t_. F' STD. 201 TYPE 'B' 8' CURB AND GUTTER ........................................ y A.C. PAVEMENT....................»......»...........»».....................»................. 50,483 S.F. A.C. OVERLAY.........»».................................................................. ... 91:1 CLASS3 AB. .......... ................................................... .................. . ROADWAY EXCAVATION.......................... _............................. »................. 96 STREET NAME SIGN STD. 816 ............................................................ 4 PLASTIC GUIDE MARKERS CLASS 1, TYPE F STD. A-T4A ............... BARRICADE.................................................................._......_......... _ I EA. CROSSGUTTER ......... .......................................................... - ........ ........ - 1,534 s.F. DRIVEWAY APPROACH STD 207 .................................................._ _ 5 EA. CURBLINE SIDEWALK........................................................... »..- ............. _. iZ, 4S,=, S.F. CATCHFSASIti ............ ....................... _............... ...... i EA.. 4r` P.v.c. STflt'tnn r�Ftr,,d ...... .............»...... .................. ._ to4 L.F. _. TRE.ES......... .- ...... ..»................. .ST EA.. UTILITY Tf2ENCHES.................................. ..........»....!15003 L- F= "—Z. 9N o'TE A&q TlfPICAt... �sEC`i is tJ ATO. ]dam+ hl CJ �vCALB F�ATi-1�,.iz iZlV�zr� rZ�o 1 ALDER GrZBG AVFR-,. U1.+ -r. fal'a JC H MAR K CC*.2hJ-TY dt=: 121vE.Rca,1C , Pr-D:TIS2 GJ t SIG TrA hJ'I P t- C, :V AN as E c:Ly:UtJ'C'Y SUi YB`+r©iZ - R.C. t=. -i '7'Z moi" Kj c:. LTi -a cvpi .:.AT. Ite TTwy1GT f',. 4' 1=0UTH Off. AN1I e�:*N -127Q O1= -CHB Qc:ltz t`4--1 d,` -T"411, W 6'T' F%t.iZ11G Af✓t„i7M't1;:tJT 9 GENERAL NOTES (I , 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING LMUTIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TU BEGINNING OF CONSTRUCTION. PHONE ( 714) 787 - 2031 2 THE DEVELOPER WILL INSTALL NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 818. 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. A IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY � FINANCE NO. 461, 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY ROAD DEPAITiMENT, PERMIT SECTION, FOR AN ENCROACH- x MENT PERMIT FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. r 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 140. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 1F 8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (A) BE TAKEN 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 MG SEN) 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 b CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 10. PRIME COAT REQUIRED PRIOR TO PAVING A" GRADE IN EXCESS OF TEN PERCENT. #�r 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460.53. 1 2 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACI MENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY. f t3. THE cc>NT'RA.c't>3t� 1S -T� ,,j k;= W; -I-;2,= , 1 TAN W.4T�.rZ Pl�f"ti.ZtcT, o�C_i�L�'t'lot..l� ��C�t/iCt✓S f3t2AtJ c �1 T G� . C z t 3©- cowZ 1 z. d iZ 1I r= AT LEL�S t C Z� iWc3 We34.� l�'1hTly,� pAY� �iG7(.Z Tea ,L1.NY �Y`. W©LZ IG It�A vIC 1j�j t i �7"' of `T''-�•'>'�'�R+�t 1=ACT L t'i'i.>�,C� , CONSTRUCTION NOTES 1O CONSTRUCT TYPE 'A' CURB AND GUTTER (8' CYJ PER STANDARD NO. 200. O CONSTRUCT TYPE'S' CURB AND GUTTER WO,FJ PER STANDARD NO. 201. ® CONSTRUCT CURB SIDEWALK PER STANDARD NO. 400 AND 401. O CONSTRUCT CROSS GUTTER PER STANDARD NO. 209 AND 210 961. g ® CONSTRUCT ACCESS RAMP PER STANDARi3 NO. 403. , © A.C. PAVING (SEE GENERAL NOTE NO. 8) f Q7 CONSTRUCT BARRICADE PER STANDARD NO. 810: PLACE Y X e REDWOOD HEADER. PLANT STREET TREES P FR co. S-T'D , SEE INC3t X IAAF�. Y 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 AS 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 cu t2VE fSa. Q, R. 4 h 2 r taw ° tom, y�4 tU �+ u - --0 1- N IVIV LL B p t+ 'N Tk. No rr I (p5 s -Fu1, 38 nq t. v/ oIn Q 6 w Q� �, -e- 744 l" W n1 1 i', BAR I REGISTERED CIVIL ENGINEER NO 1104'z DATE: APPRO a J Q/ ORRRO C M RIVESI CNTS)ONER DATE: CALIF SEE® f NoT A PART ALBERT A. WEBB ASSOCIATES CIVIL ENGINEERS RIVERSIDE, CALIFORNIA SCALE `i = ` BENCH MARK: .,_ ,•. a DRAWN BY. s_ tn_ IE21, 0, A AIV C (R 91040 TRACT NO. i'77G5®3 COUNTY OF RIVERSIDE �,or-CEN Rt�CB <7RlVE S1aGTt Oi+d 30 `r 3 ca— .i I%.7 W. y V'/• W.O. I FOR: 'oFm=—'s�—= IF,B. +< , N I N 0 /: t ` xU �. ca 40 • 3®��. X43. oA L cL3 o! si •• 94 14- eg-._. �• (� 4z41-4 �' ��:. -.. ® V � rz i� t' � ` , `" ' �rr�� §>tuio+z,i'e1q h,,,,,,:.. •, ...... � , " �.. L � - /43- 48 tr �ry .;, �„,r A .;"' lo. �•� six,::"�t,l" �� L=cet.49' �a � _�' 45 47 _� $°�;�-� 4.4. ?_,.�: 5 Oso 15 <F�+• SZ - 7'; ac, q�.. ' n i L S3 i ✓Q 1>' �/ ,,.,+ ./ � _!i9'"" ,�..h \ ®_ .. u.1' S 4�{',? „t � .- ).;.: ny,,; aert :.:-'. �. "�. ,(,*``.,,. Z�j./k Vz ,`Td'`.2g: z -.q � � IS. ly% �,� � � (�2�•ii O .�F i,J�' l(G (G% , (Q„ .:3. �9 3 .di, ... � �, !z o - .. .. _. ��� -elel z VR 13 >3. G . z`� �1 � J : • � Q i> tr ,t. � � 7t F, x>, � � � FW� � �fF 'zN�.�, L``��'.,.. ��=`a-.�6 ' .u�> �>, •�, �.G4- „ �w Nm 3 d � h a z - 8 l` 44CD GGCLC)E{`t 121MCA em 0t2tvE 40 r REVISIONS: APPROVED BY: ALBERT A. WEBB ASSOCIATES TRACT NO. 1-t tis -3 REGISTERED CIVIL ENGINEER NO +184••z CIVIL ENGINEERS COUNTY OF RIVERSIDE DATE: RIVERSIDE, CALIFORNIA �y S Ci t"�Z.F/vi L� O O 10 0 10 25 50 100 150 APPRO Y: !4o¢z. 1"_4•o' BENCH MARK: /� SCA -E ve¢ r t^=a' CgOLC>EIJI210rj'ms j==1N/S FS SH DRAWN BY '1zH• St=> zHF�T 1 BAR SCALE- s FOR RO DC MMISSIONER S>=+GTiO fel 30 T. 3 S.; LZ. -'j W. t W. FILE NO J J RIV£RS1 E UNTY. CALIF DESIGNED BY. -�• t`h•S DATE:W.O. 83-173 FOR. F, B. i -a CHECKED BY- cU RVE O®T4 2 4(7,033`ss" +�v8.00' t3co.s4' -t2.Z9' 3 4a --5, SS" 132. oo' t o -I. Z8' Sco.So' 4. SZ, z,, to" 21800' IZ3.3S' X3.3 -r' S 32°2 S' to" 18Z.00' to g' ✓Z.91' 4q=40'30" 48`1.x4' A—z e; ZZ '=. 1 7 4940' 30" �z3.co4.' AS3.99 `Zt1Z. ;7 H 4Z®oI'14" 3i5.or�' 2 S.o t44, o-3, 9, 420ot' 14" 339.00' Z40. a -a' 13o.Zo' 0 49°`LI'\2" X8.00' Izl +l' -I-1 t9' ll. Ami°Zt` 12" 3z.00' I 1t3, o' Coic>.(Ile,` , N I N 0 /: t ` xU �. ca 40 • 3®��. X43. oA L cL3 o! si •• 94 14- eg-._. �• (� 4z41-4 �' ��:. -.. ® V � rz i� t' � ` , `" ' �rr�� §>tuio+z,i'e1q h,,,,,,:.. •, ...... � , " �.. L � - /43- 48 tr �ry .;, �„,r A .;"' lo. �•� six,::"�t,l" �� L=cet.49' �a � _�' 45 47 _� $°�;�-� 4.4. ?_,.�: 5 Oso 15 <F�+• SZ - 7'; ac, q�.. ' n i L S3 i ✓Q 1>' �/ ,,.,+ ./ � _!i9'"" ,�..h \ ®_ .. u.1' S 4�{',? „t � .- ).;.: ny,,; aert :.:-'. �. "�. ,(,*``.,,. Z�j./k Vz ,`Td'`.2g: z -.q � � IS. ly% �,� � � (�2�•ii O .�F i,J�' l(G (G% , (Q„ .:3. �9 3 .di, ... � �, !z o - .. .. _. ��� -elel z VR 13 >3. G . z`� �1 � J : • � Q i> tr ,t. � � 7t F, x>, � � � FW� � �fF 'zN�.�, L``��'.,.. ��=`a-.�6 ' .u�> �>, •�, �.G4- „ �w Nm 3 d � h a z - 8 l` 44CD GGCLC)E{`t 121MCA em 0t2tvE 40 r REVISIONS: APPROVED BY: ALBERT A. WEBB ASSOCIATES TRACT NO. 1-t tis -3 REGISTERED CIVIL ENGINEER NO +184••z CIVIL ENGINEERS COUNTY OF RIVERSIDE DATE: RIVERSIDE, CALIFORNIA �y S Ci t"�Z.F/vi L� O O 10 0 10 25 50 100 150 APPRO Y: !4o¢z. 1"_4•o' BENCH MARK: /� SCA -E ve¢ r t^=a' CgOLC>EIJI210rj'ms j==1N/S FS SH DRAWN BY '1zH• St=> zHF�T 1 BAR SCALE- s FOR RO DC MMISSIONER S>=+GTiO fel 30 T. 3 S.; LZ. -'j W. t W. FILE NO J J RIV£RS1 E UNTY. CALIF DESIGNED BY. -�• t`h•S DATE:W.O. 83-173 FOR. F, B. i -a CHECKED BY- 0 1 Co . cX::)' I -Z -4 i Goo. \ O' 43.ss 0 4 -11° 38' So" 2S. cxn 33.88' Z®. IZ' F3. q4"3Z' 1'1° ZS. O4-' t Z"'1.00o' "7 11' SS" 2ro2. aq' s' -i S' . SI' IS 1' t I ' 56" 7? -So. 4q' 85:-24-' T.- ®4' -- ° 1 I ' S6" !(o i z®f I" 1,9. 1 1 ' 10 0 10 25 50 900 15( F Y ggyyg}}43 ' 'V -c. SF M. REVISIONS: I APPROVED BY REGISTERED CIVIL ENGINEER NO. i t 84a DATE: APPR BY: FOR RO D COMMISSIONER Rt ERSID DATE: J COUNTY, CALIF. Z J � ALBERT A. WEBB ASSOCIATES CIVIL ENGINEERS RIVERS DE. CALIFORNIA 714- roBro -1070 SCALEv�¢r. i"�4' BENCH MARK: : HotZz. I"_aio' DRAWN BY. �1 " SES 3!-i EENT 1 BY: TRACT NO. t -T 14PS-3 COUNTY OF RIVERSIDE 50HEOUL°E "A" FEATI-IEIR RIVER ROAO 11 -11° 38' So" 2S. cxn 33.88' Z®. IZ' F3. q4"3Z' 1'1° ZS. O4-' 41.25' Z"'1.00o' "7 11' SS" 2ro2. aq' s' -i S' Ira SI' IS 1' t I ' 56" 7? -So. 4q' 85:-24-' I-7. ®4' -- ° 1 I ' S6" !(o 'z9 8. 44' 88 I, a' 1,9. 1 1 ' 10 0 10 25 50 900 15( REVISIONS: I APPROVED BY REGISTERED CIVIL ENGINEER NO. i t 84a DATE: APPR BY: FOR RO D COMMISSIONER Rt ERSID DATE: J COUNTY, CALIF. Z J � ALBERT A. WEBB ASSOCIATES CIVIL ENGINEERS RIVERS DE. CALIFORNIA 714- roBro -1070 SCALEv�¢r. i"�4' BENCH MARK: : HotZz. I"_aio' DRAWN BY. �1 " SES 3!-i EENT 1 BY: TRACT NO. t -T 14PS-3 COUNTY OF RIVERSIDE 50HEOUL°E "A" FEATI-IEIR RIVER ROAO 11 3f'7G' CS i ZZ -0 IZL d ALDER CQEEK AVEIJt,dE REVISIONS: t-4'� �-rto�s P� Fes' zt A A CU R�lG 1�ATA 1. 90"c�o`oo" �a.00' 39.z1' Zs.co' 2. 'ZZ'14'3-1° 13Z.00' 31.25' 25.95' a 2Z't 4--a,7" tSo, e>cD' v-0. Z3' 22 3-7 '" I6 X3.00' Gr_,,,,ZZ' 33,03' 21°613't.3�o° 392.x' 148.89' -I S.3Co' Via... 2t'4s' 4 cpc' 14Z-06' -1 1, 9©' G9. o4' 9. 84' + - 99"4'3s" 35.0©' cot. o3' 41. c- s' 1 skv, cxn' 44. cZ' Z2. 4'7' to. 11Ga'2o'4s" 38.cz�' %M. -1S' 93.45' 00' 3a.00' t4o.'Zo' t35.Zt' 02"2z�':.-=kSII 75O. oc>' _ru.z7'-_. APPROVED B. r ALBERT A. WEBB ASSOCIATES CIVIL ENGINEERS REGISTERED CIVIL ENGINEER NO. t 4e4Z DATE: RIVERSIDE, CALIFORNIA c-774-� APPROV / 1,4= I"= BENCH MARK: - 1 SCALE: OAD COM IS TONER DRAWN BY: �•N-r�-��. c�t.q- q RIVERSIDE CO TY, AL" DESIGNEDBY: DATE: TRACT NO. t -i «►s-3 COUNTY OF RIVERSIDE SCWGP0UL E "A" ,&LOMB CREEK. AVENUE S�cT1oti,1 3o T. 3 z.; R.7W' 7 VI/, N.O. as- t -1z FOR: IF.B. t o5z I SHE NO.- 1-t