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908oo_sppNa 7AG 451, e,9)NO,C'E� ACcEPTEO AS Nw ,-,rR OF S; G7 pN 9 �O PEC' 44A ?�6�97- %00; sEr TAC ,QGE Q k 23256 �N �� w was twnr CONSTRUCTION NOTES & QUANTITIES CONSTRUCT TYPE A-6 PCC CURB & GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200. . . . 3,968 LF I CONSTRUCT TYPE A-8 PCC CURB & GUTTER PER RIVERSIDE COUNTY STANDARD NO, 201 . . . . . . . . . . . 1,348 LF TRANSITION CURB FACE UNIFORMLY FROM 6" CURB FACE TO 8" CURB FACE WITHIN LIMITS SHOWN, , , . . . .407 LF GiPsJOlNlr PA40 N ROI p rr ." O 2, t Gf I ! CONSTRUCT 6" PCC DRIVEWAY APPROACH PER Q0i 4'✓ RIVERSIDE COUNTY STANDARD NO_ 207 . . , . . . . 13,340 SF MEN MEN MEN MEN MEN MEN EME MEN ME MEN MEN EME ME MEN MM I a{o 50 CONSTRUCT 6" PCC CROSS -GUTTER WITH SPLASH MEN a i I AREA PER RIVERSIDE COUNTY STANDARD NO. 210. . . . . . . . .2,072 SF it 24 28 22 21 20 19 8 17 16 15 14 1S 12 11 19 9 II 1 MERM IS� _MIN MM— 81 r MEN MEN— I I 6 CONSTRUCT 6" PCC SPANDREL PER RIVERSIDE T r T -T T 7- r COUNTY STANDARD N0. 209, 6�5 SF I I — N sTkEET L/GHTPE.� CONSTRUCT 6" PCC CROSS -GUTTER PER RErENTM— �/1-RiYE,P /DE GOUNTy STo RIVERSIDE COUNTY STANDARD NO. 209A. . . , . . . . 75O SF INAMN fOO�oOEA,�P/cAL] .. fR R1l % CO, STP, /10, 2071 PLAN' I I a f I711 % 8 C O N ST RU CT 6 OcG dRtG��df/AYAPPROAGH 20 !ti/0� ; 15 DEEP I T I X N I EO/? ;?ET _B.951ti'.AGl.ES. . . . . . . 300 S,c 6 SES _ 140 �! T J 5e MEN MEN s MEN Sol r L7 _ r' J, { I . ttg 1 1 I 1 COUNTYUCT PCC STANDARDCCESS NO. 403,MP PER RIVERSIDE. . . _-57 370 SF 42 I r+ � I I T 15r so I n � Ir 175 � I I � I 10 CONSTRUCT 4" PCC SIDEWALK PER RIVERSIDE I I I % 15i e1I T I74 79 I § I ( �1 COUNTY STANDARD NO, 401 (WIDTH PER PLAN). , , , . , . . . . ✓6,955 SF T 1. � I IT 14 I I� I 11 RF*0,VE EXISTING BARRICADE AND APPURTENANCES 1 EA 201 137 44 I I I 021 l 173 80 1 I I I 0 p�� 1 CONSTRUCT MULTIPLE MAILBOX PER RIVERSIDE 8 I V 1TANDARD NO. 812 . . . . . . . . . . . . :� . . . . . EA ® 54 es 72 81 I i BOUNTY S 27 1 I 45 I VCOII I ( I I 2 I 169 i CONSTRUCT STREET NAME SIGN PER RIVERSIDE r I 1 kg COUNTY STANDARD NO. 816 . . . . . . . 6 EA rh'�fc� res Sr�� T 29 T I 4a I T 158 84 I 171 e2 I IIIA - P,pDf��.PiY i ODD lA SCALE In = 100' IIIMEE M7 ME1 .14 CONSTRUCT 0.25 A.C. PAVING OVER 6 1 CLASS II AGGREGATE BASE !!,1/r�Rl�Lf DESIciN, 107,489 SF 29 I34 47 I ,f52 e5 'r70 Iest 1 i 11 15 CONSTRUCT 44 FRaE SUPPORT PER DETAIL SHOWN ON SHEET NO. 5. . . . . . . . . . . . . . . . 689 LF LAS I I y' I I I 51 ee I _ I I I ( 1 I 6k f6 COiYSTR`GT !�}�PfABLE-HEI�,f/T CUiE'B PE/FSLEI�Ar/O�/ ( � � r 8S 48 t r �'. 7- so 1 x 1 I ��' Oti' Sf/E� ,' �O 3 � its 1'Ic`7y Nle , Il/�C'SI�� COY/!/ �Tn , ✓o. 204 , .. .. _ 1 - SO P REM EME SEM MEN mm MEN MER mw MEN I MEN MEN 1 � 17 6'O/Y.57R(/GT 23`�'IDGE X 15' OE�P PA,f�KdYgy Drf'AlN PE7Z 87 e0 87I I DErwaG sPz;wlwONSyE�T/✓a.Qe,- _____.-----------------IEA, MEN MEN MM I_• I f8 /rVST<PLL "L/�L� -ST��T � .gl7i�.f�1G".4JTT� ���,�/l��•4�5i�'� LLJ5' M I N. X10 >✓ 6 PROPERTYLiNEJ� {'' h SEEN MEN J EXPANSION JOINT G� _ aII0 _ _ SEE STD. NO. 205 Q� 4 9,ti' �i' 10' MIN, 1 1 /t� �j4�� \ II PROPERTY LINE TOg }_ 100, Fl/, 1'I,P.TAG L5 4146 ---- (d17, 1.2') AEe 0 9,, �6,' 97-100 A_'GEPT�D A? N% CGi�NER OF S�G,TrG;f; 8 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT IIID. NUMBER CALL UNDERGROUND SERVICE ALERT 'TOLL FREE 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG 2'1 `V (NO SCALE) 56' R/W f 10' 36' 5' 18' 18, The private engg.neer signing these plans Is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans f'or approval by the county. NOTES 1. ALL CONSTRUCTION SHALL BE CLASS "B" CONCRETE. 2. WHERE ABOVE LIMITING SLOPES CAN NOT BE MET BECAUSE OF HEIGHT OF CURB, DEPRESS SIDEWALK UNTIL SAID SLOPES ARE OBTAINED. LONGITUDINAL SLOPE OF WARPED AREA ADJACENT TO DRIVEWAY SHALL NOT VARY MORE THAN 6% FROM THE LONGITUDINAL GRADE LINE OF THE SIDEWALK. "X'' DIMENSIONS HEIGHT OF "X" CURBFACE DIMENSIONS 6" 2'- 0" 8" 1 3'- 0" R/W 2 4 'T _ 1=12% PROPERTY LINE VARIES ` 4' J� f 4 TO 5 _ ��o�s�iC �� ` CROSSWALK SIDEWALK k I I EXPANSION JOINT Rtv rr sro. /lZ, SGT /� ,Qr/ ca, 57,2 7 105 , 5, --c ,4 TYPICAL SECTION TYPICAL SECTION LAS 559,FAIIA6 SONRISA WAY (NQ SCALE) (NO SCALE) 771 T.I.=5.5 R-YALUE=50 o2 '% O'�CL. a-A:!j RECOMMENDED FOR SEAL COUNTY APPROVAL Fit A- 0,;. � Ile- � ✓, c,r�:wy rQv �y`,n DATE ` t ? No. 33950 X2397 'TER > ORA/NEIGE %�E1�/staNS 0,2' .�uT2 °tel NECKED BY *fix DATE BY MARK DESCRIPTION PR. DATE ENGINEER COUNTY DATE e -If DESIGNED BY: JER DRAWN BY: RSP CHECKED BY: WHW Y Q cn 0 r� zJ TYPICAL SECTION T^P nr RAMP 1�11_.'LU 11VIIV f NOTE: AGGREGATE BASE OR. APPROVED SELECT MATERIAL 3S REQUIRED 10' MIN, WHEN SOILS REPORT INDICATES EXPANSIVE SOIL CONDITION. WEAKENED PLANE JOINTS AT 1/4 DELTA WHEN R=35', .AND INSIDE EDGE OF GROOVED BORDER WHEN R=25' THE RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" O.C. THE SURFACE OF RAMP SHALL BE GROOVED IN A HERRINGBONE PATTERN WITH ' / 4" GROOVES APPROXIMATELY 1 1/2- O.C. GROOVES SHOULD BE ALIGNED PARALLEL TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS INTO APPROPRIATE CROSSWALK. RAMP SIDE SLOPE VARIES UNIFORMLY FROM MAXIMUM OF UP TO 10.0% AT CURB TO CONFORM WITH LONGITUDAL SIDEWALK SLOPE ADJACENT TO TOP OF RAMP. HERRINGBONE POINTS IN DIRECTION OF CROSSWALK. "X" DIMENSION: 7/ FOR 8" CURB FACE; 5' FOR 6" CURB FACE &ACCESS RAMP DETAIL (NO SCALE) RI!/E,PSIOE GOl/NT5' STfJif/DrgrPp /!/o, 403 =sn, ,W. RI!! CO, STO, 166 / 5EG77 f4 TYPICAL SEC TION PAINTED CANYON COURT, VISTA COURT, CIELO COURT (NO SCALE) Tz = S o R-V4L vE = 50 O, 25'A• C, /0, SO' Cl-, Z 4, 9, 70' 0 40' ,ENURE; � 20 20 - 3. 1 2 '� 17_% >79oTo�% Sf/EErNo S �'` f5 A,C. PAVEMENT (FUTURE) RI!/ CO STD. 104, 5 N;. ,4 TYPICAL SECTION 64th AVENUE (NO SCALE) 7-1.=6.0 R -0X400 = 50 GENEUL 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, PHONE (909)275-6885 2, THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 3, ALL WORK SHALL CONFORM TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO.461 AND SUBSEQUENT AMENDMENTS, 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 5, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 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 AND STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STD. NO, 207, AS DIRECTED IN THE FIELD. 8, ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS .SHALL. BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED, 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 GAL./SQ.YD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 10. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN, 1 1, AS DETERMINED BY THE DIRECTOR OF TRANSPORTATION, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE .AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 12, ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS OF LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990, 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS AND TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY, 14, INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO, 460 AND 499. 15, ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 16. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION 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 PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE, NOTE = ;YORK GMr4INED fiiITNIN 71lE6 � SANS 5Lfi1LL NOT UNTIL. 41V ENGROAGHry1ENT PERft9IT-4NU�C�P GRADING PL C'MI T �lr1s ��EN I95(/rD. �. .1�PR0JECT EX/ST/i'V'ls f0'Ef15EtilENT TO G0,9GHELLA 041-4EY �F.�fONE GOrL1RAivy r L NOTE 200' ADh�O TO ALG EL�U,4TIO�tS W VICINITY MAP (NO SCALE) 9,5b'✓lr 4 PO,QTIOh' OF BAST- ;2 n- NbY %4 OF NW %4 OF5EC,9, T. 7S.PA'9E1 9-5, 19, le/01 SEe pFESSIoN APPR VED BY DATE -31,-11-97- _� MECCA, RIVERSIDE COUNTY __ _. 11arner35-325 DATE P4'_M DRIVE" w�'RSUITE 232 STREET IMPROVEMENT PLANS FOR ANSPORTA DEPT., RIVERSIDE COUNTY, CALIFORNIA � � CATHEDRAL CTY CA 92234 z R. E. N❑, `� 5 O EXP. DATE G 3 O � n g I n� e r Ing (619) 321-4017 No. 3256TRACT 2343 OF 5 SHTS. Exp. 12/31/97 � PREJE:�D BY 10/16/96 � tiI T DATE CIV ENI�Ir�1EERIN� AIvD SURVr= r `� H�NI�ING ��Q�FILE NO. r~ SCALE AS SHOWN BENCHMARK : CVWD BM FD. CHISELED SQUARE ON COR, OF $�' `�D��� F WILLIAM H. WARNER, WARNER ENGINEERING CONC. PUMP PAD INSIDE WELL #7993 SITE 160' W. OF CL OF FOR W.O, ©F�A�-��� R.C,E, N❑, 23256 EXP. DATE 12/31!97 DATE SEPT, I`396 LIFNCOLN 1Ql �8MILE MILE N. O6h ST, ; 6th ST. 85.36 AAAND 1DDFD z2^MILE ASOUTHERLY OF ll FIFV'S OLIPHANT AND WILLIAMS, INC. � 8227 ST o 0Ur LIMITS OF w 0 DRIVEWAY ZZ Q EXPANSION xo W JOINT 3- z � w Of I ��� WEAKENED PLANE E Ln = JOINT AT 5' i SIDEWALK c� INTERVALS 0 v 0 �Q Ln w "X" WIDTH PER PLAN (1 2' MIN.) "X" I MINI f IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT IIID. NUMBER CALL UNDERGROUND SERVICE ALERT 'TOLL FREE 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG 2'1 `V (NO SCALE) 56' R/W f 10' 36' 5' 18' 18, The private engg.neer signing these plans Is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans f'or approval by the county. NOTES 1. ALL CONSTRUCTION SHALL BE CLASS "B" CONCRETE. 2. WHERE ABOVE LIMITING SLOPES CAN NOT BE MET BECAUSE OF HEIGHT OF CURB, DEPRESS SIDEWALK UNTIL SAID SLOPES ARE OBTAINED. LONGITUDINAL SLOPE OF WARPED AREA ADJACENT TO DRIVEWAY SHALL NOT VARY MORE THAN 6% FROM THE LONGITUDINAL GRADE LINE OF THE SIDEWALK. "X'' DIMENSIONS HEIGHT OF "X" CURBFACE DIMENSIONS 6" 2'- 0" 8" 1 3'- 0" R/W 2 4 'T _ 1=12% PROPERTY LINE VARIES ` 4' J� f 4 TO 5 _ ��o�s�iC �� ` CROSSWALK SIDEWALK k I I EXPANSION JOINT Rtv rr sro. /lZ, SGT /� ,Qr/ ca, 57,2 7 105 , 5, --c ,4 TYPICAL SECTION TYPICAL SECTION LAS 559,FAIIA6 SONRISA WAY (NQ SCALE) (NO SCALE) 771 T.I.=5.5 R-YALUE=50 o2 '% O'�CL. a-A:!j RECOMMENDED FOR SEAL COUNTY APPROVAL Fit A- 0,;. � Ile- � ✓, c,r�:wy rQv �y`,n DATE ` t ? No. 33950 X2397 'TER > ORA/NEIGE %�E1�/staNS 0,2' .�uT2 °tel NECKED BY *fix DATE BY MARK DESCRIPTION PR. DATE ENGINEER COUNTY DATE e -If DESIGNED BY: JER DRAWN BY: RSP CHECKED BY: WHW Y Q cn 0 r� zJ TYPICAL SECTION T^P nr RAMP 1�11_.'LU 11VIIV f NOTE: AGGREGATE BASE OR. APPROVED SELECT MATERIAL 3S REQUIRED 10' MIN, WHEN SOILS REPORT INDICATES EXPANSIVE SOIL CONDITION. WEAKENED PLANE JOINTS AT 1/4 DELTA WHEN R=35', .AND INSIDE EDGE OF GROOVED BORDER WHEN R=25' THE RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" O.C. THE SURFACE OF RAMP SHALL BE GROOVED IN A HERRINGBONE PATTERN WITH ' / 4" GROOVES APPROXIMATELY 1 1/2- O.C. GROOVES SHOULD BE ALIGNED PARALLEL TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS INTO APPROPRIATE CROSSWALK. RAMP SIDE SLOPE VARIES UNIFORMLY FROM MAXIMUM OF UP TO 10.0% AT CURB TO CONFORM WITH LONGITUDAL SIDEWALK SLOPE ADJACENT TO TOP OF RAMP. HERRINGBONE POINTS IN DIRECTION OF CROSSWALK. "X" DIMENSION: 7/ FOR 8" CURB FACE; 5' FOR 6" CURB FACE &ACCESS RAMP DETAIL (NO SCALE) RI!/E,PSIOE GOl/NT5' STfJif/DrgrPp /!/o, 403 =sn, ,W. RI!! CO, STO, 166 / 5EG77 f4 TYPICAL SEC TION PAINTED CANYON COURT, VISTA COURT, CIELO COURT (NO SCALE) Tz = S o R-V4L vE = 50 O, 25'A• C, /0, SO' Cl-, Z 4, 9, 70' 0 40' ,ENURE; � 20 20 - 3. 1 2 '� 17_% >79oTo�% Sf/EErNo S �'` f5 A,C. PAVEMENT (FUTURE) RI!/ CO STD. 104, 5 N;. ,4 TYPICAL SECTION 64th AVENUE (NO SCALE) 7-1.=6.0 R -0X400 = 50 GENEUL 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, PHONE (909)275-6885 2, THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 3, ALL WORK SHALL CONFORM TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO.461 AND SUBSEQUENT AMENDMENTS, 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 5, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 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 AND STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STD. NO, 207, AS DIRECTED IN THE FIELD. 8, ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS .SHALL. BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED, 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 GAL./SQ.YD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 10. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN, 1 1, AS DETERMINED BY THE DIRECTOR OF TRANSPORTATION, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE .AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 12, ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS OF LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990, 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS AND TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY, 14, INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO, 460 AND 499. 15, ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 16. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION 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 PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE, NOTE = ;YORK GMr4INED fiiITNIN 71lE6 � SANS 5Lfi1LL NOT UNTIL. 41V ENGROAGHry1ENT PERft9IT-4NU�C�P GRADING PL C'MI T �lr1s ��EN I95(/rD. �. .1�PR0JECT EX/ST/i'V'ls f0'Ef15EtilENT TO G0,9GHELLA 041-4EY �F.�fONE GOrL1RAivy r L NOTE 200' ADh�O TO ALG EL�U,4TIO�tS W VICINITY MAP (NO SCALE) 9,5b'✓lr 4 PO,QTIOh' OF BAST- ;2 n- NbY %4 OF NW %4 OF5EC,9, T. 7S.PA'9E1 9-5, 19, le/01 SEe pFESSIoN APPR VED BY DATE -31,-11-97- _� MECCA, RIVERSIDE COUNTY __ _. 11arner35-325 DATE P4'_M DRIVE" w�'RSUITE 232 STREET IMPROVEMENT PLANS FOR ANSPORTA DEPT., RIVERSIDE COUNTY, CALIFORNIA � � CATHEDRAL CTY CA 92234 z R. E. N❑, `� 5 O EXP. DATE G 3 O � n g I n� e r Ing (619) 321-4017 No. 3256TRACT 2343 OF 5 SHTS. Exp. 12/31/97 � PREJE:�D BY 10/16/96 � tiI T DATE CIV ENI�Ir�1EERIN� AIvD SURVr= r `� H�NI�ING ��Q�FILE NO. r~ SCALE AS SHOWN BENCHMARK : CVWD BM FD. CHISELED SQUARE ON COR, OF $�' `�D��� F WILLIAM H. WARNER, WARNER ENGINEERING CONC. PUMP PAD INSIDE WELL #7993 SITE 160' W. OF CL OF FOR W.O, ©F�A�-��� R.C,E, N❑, 23256 EXP. DATE 12/31!97 DATE SEPT, I`396 LIFNCOLN 1Ql �8MILE MILE N. 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N 76 77 N PAIAM6.0 C4NMON CIr ��' � N 4 VISTA COURT N ��' C1, EL C0419T s�ErT. 3 N s �vr 3 stir SOWRLS A WA "N s4i M N _._ F - - 4_. 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Q PlJRTIDIb/ GUKB R6�1/ � v�• CDG=✓`✓�"./f' G-,�Z.D9' H FiPAO0 (d /6'GT 6--o N N ----- _ - — - �a ftp 50'0 � —d, f d fl/�G %or, t" 731 1�®��v L�a� PRD/ a OF Df P ,s�ry�iV7' • g d (� v T5N= 12.93% -------------- N, T, 5 P�� b �► 0 Vii+ N A 71711 0A +� %�� f©, 910, Of N SONRISA WAY sEE ssrr. 2 1.7 2� fo �, fo Fs CANYoN GF o1o/oaVA(r LOT 89 RET�,vr�®N A,�9• I��r 'T4N ry 1 e . ;ETIC]N 4®' t /4C=1" :JE E JCJ'vr 'tvMENT I1E REQUTRE` A 71`11; '-E� HENT i(�AT C!� NUtMB,EP BE ? LEr BEF D -PE N PEPMIT T[iXrAVATI_ �wIL1_ BE VAL1L' F JIP YOUP 1_JIC; 41 1 D NUYBE -- yLi- JNDERGRCIuNC `,E V If E ALER.r 'EL'S r F H 1 -801F-4c'E 4 333 Y LJ I- L'. I Tne pr- vate engineer s,gn.ng trese puns i5 re=pons bie rror ass.,- r and acCepta�oi(lty c7 the-Je51grl hjereC)nIn t%,e event Of C�iSCr'E�pE1r� Fw .. . county apprnvat ar dur"ng _on=_trl_�Ction, the private engineer- sha or CieterPiining an CcceptaVJGP soLut On cod rev'Ising the plans For the __:jnLy. ZS.46>� coySTRUG rl0/V NorF5 = O1 CONST,C�/GT TYPE 6 PCG G fO 11GU1%PP- /aloe 1f1lym* IOE COUNTY 57,41WA09 il/Q 2GY1 O T,PA4/57TIOiV ,MRO A5466 AY/T!!/N /,WV. 5i1b" ® GOrV✓�T,Pr/GT 6 � PGG DN/t�fYgY �oPR©AGf� PGS �P/!�£�/off r� cA NyaN c cdUNTyDA 1.4/� I • 5 � CONST.PI.F%T 6" PGG C.PO�-IUTl il/�/Tf� SPL.9SH �i STA. 00+00 7 ❑ STA. 3+95-73 © Gaf1.o-7m11lT 5T,9N/JARo ya, �� Q GONSTRG(�T 6°' ,aGG GRG55 6a�R PER �P/�ERSio� caaNrY sTANOA,�v NO.2o9A ® COri�ST.PUGT 6"PcG oP�dE�t'AY A�,POAGH 20'fl/i0�,1''S'p�{� /P R///, co, 57D Ah 207 VIC R�TE�}'l/G� 3�f/•c/i1GGEsi O CON5T.4UGT U�r- COUN7Y 57ANDA�?p No, 4a3 t d , P L , 3� 30—G T, 30— RT. 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D7 H � q TAN '/�= �•Ag' �jMPd�SA �dFGURB pM Z U -7f .W-4' v 50NRISA AIA Y 76q �' 75 74 /5' /o' 73 �Z' z� ��23�r� z73/� �0 R!d/ �. 4 � H N��� 9 g •.,.- - ,� 1b10�� 3 3 pROPDSE� g"5!/E,e GlNO • � S B9°2'35"E 394,96! ? ��[ � � 3 � �OG fi% f t G._ ¢ IfPPDPOs$0 8"!''gTE2 L/rY� q, b q, 9/,68 TG 66 60 6/ 62 63 N N k M 65 �y bv� IryN 60WISA WAY .95 SHT. 2 I"4PDI T4N 7 N]T;;_ �^�E.i-YkEINj--'4+21-,.;..4j V E PNMENT I PTS 1 D I''. NT [ I� Fi "T I i 'PEPM?' `E E'I�4'��} L BE �'ALiD 70 P ElUP D,I.-j 4 L I W'? : D N:_JY E AL'- NDER]PEUNDEP I E 4,; ' TELL EPEE -s0i -4 c- .' :? T'�E WEPKIN(� -14Y- ?-F-EPL YE' Di O, 7,Ie pr,v"ite erg{neer- signing these puns espons ale F o. Orli+ acceptaKFl ty ,:)f trip design hero en ;n theie vent err - rJ..1nty' apprrovial. or during. cCJnstrUctaOn, tl'ae privote engineer . m - FCr determir-ling an acceptable soiutian ano I -ii �ing tie plans the ccunt.y CIELO COURT 4.96 - + T - t Q A 0 t Ev. L. 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