Loading...
962q_sppCONSTRUCTION NOTES & QUANTITIES: QUANTITIES ARE FOR BONDING PURPOSES ONLY - CONTRACTOR TO BID PROJECT BASED ON HIS OWN 'TAKE -OFF" CONSTRUCT 0.33' AC OVER ................................... ............................... 477 TON 0.92' AB (CLASS 2)............ 605 CY O2 - CONSTRUCT TYPE 'A -6" CURB & GUTTER PER RIVERSIDE COUNTY STD. No. 200 ........................... ............................... 871 LF. CONSTRUCT 10' CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STD. No. 209 & 209A ........................... ............................... 837 SF. O4 - CONSTRUCT DRIVE APPROACH PER RIVERSIDE COUNTY STD. No. 207 ......................................... ............................... 800 SF. O5 - INSTALL 30" R.C.P. CLASS /V 0- 2000 ................ ............................... 90.2 LF. INSTALL CONCRETE COLLAR PER RCFC &WCD STD. M803 .................... I EA. CONSTRUCT PIPE HEADWALL AND WINGWALL PER CALTRANS STD. DWG. D86B ................................... ............................... 19 LF. O8 - INSTALL RIP -RAP. SIZE VARIES, SEE PLAN FOR WIDTH AND LENGTH... 75 CF. O9 - INSTALL SLOPED PROTECTION BARRIER PER APWA STD DWG 360 -1. SEE DETAIL SHEET 3 OF 3 .......... ............................... 1 EA. 10 CONSTRUCT TYPE A, CURB RAMP PER RIVERSIDE COUNTY STDDWG 403 . .......................................................... ............................... 2 EA. 11 CONSTRUCT TYPE B, CURB RAMP PER RIVERSIDE COUNTY STDDWG 403 . .......................................................... ............................... 1 EA. 12 PLACE STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. No. 816 ....................................... ............................... 2 EA. LEGEND BCR BEGIN CURB RETURN ECR END CURB RETURN LT. LEFT RT. RIGHT CL CENTERLINE ELY, WLY EASTERLY, WESTERLY SLY, NLY SOUTHERLY, NORTHERLY TO TOP OF CURB FL FLOW LINE EP EDGE OF PAVEMENT P.C.C. PORTLAND CEMENT CONCRETE �- F. H. FIRE HYDRANT H.O.A. HOME OWNERS ASSOCIATION BEPR BEGIN EDGE PAVEMENT RETURN EEPR END EDGE PAVEMENT RETURN EPR EDGE PAVEMENT RETURN OT ON TANGENT -X -* --X -X EX CHAIN LINK FENCE EXISTING BUILDING ' EXISTING CONCRETE S/W EX. SIDEWALK EX WATER METER l LT. STD. EX ST LIGHT W. V. EX. WATER VAL VE 0 MH EX. MAN HOLE PROP. CHAINLINK FENCE PROP. BLOCK WALL DIRECTION OF FLOW q EX P ROP. STREET TREE A.C. ASPHALTIC CONCRETE , W — o- LT STD. PROP. ST. LIGHT _ I VC VERTICAL CURVE P/ POINT OF INTERSECTION -� C.B. CATCH BASIN I B3 J C) r: � Q rr � _ z Q 1- 2' MIN. OVERLAY AT z 0.10' MIN. THICKNESS. o z0 ( 0 OR AS DIRECTED t= U SAWCUT EXIST Q W 30' PAVEMENT 1' MIN — 10' 20' Cn ' m 2' MIN. VARIES ?� OZ U EXIST. AVEMENT �q� TO BE REMOVED 1 W __J EX /S T. PA EVENT 2 ' P, CL NE PAVEMENT M .� ��_ CL JOIN DETA o� W N. TS. UTILITY TRENCH z w TYPIC S TREE T IkPRO VEkEN T PLA NS I N D E X TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT -OF -WAY, • DED /GATED 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 PERM /TS MAY R) 1 I 1 N] 3- 6 BE REQUIRED. TRACT B U 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK 2 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: (951) 955 -6885 FOR PARCEL MAPS AND TRACT MAPS. 100 , YR. FLOOD LIMITS 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST LfMI,TS, OF EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. : WEA'LANDS D 'LINEATION 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 461 r) 36 SEE SHEET Z 1 � 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, �- C1 STORM DRAINS. 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. V` ' NO, %;J12 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR- DEVELOPER TO INSTALL AND r 1�1 E8 31 1 61 - -P)!r MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT ` LIMITS AND ITS SURROUNDINGS TO PROVIDE SALE PASSAGE FOR THE TRAVELING PUBLIC AND " I WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SU BMITTED FOR REVIEW AND APPROVAL PR /OR TO -- OBTAINING AN ENCROACHMENT PERMIT 10 .ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN BY THE I 2 COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. TRACT BD I�Di RY USE STANDARD NO. 401 IF EXPANSIVE SO /LS ARE ENCOUNTERED. ' 11. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS ' FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC 39 AND 94 OF THE STATE IQ ANDARD SPECIFIC CO TO SECTION SPECIFICATIONS. SHAL 37, LINE-A *\ 12 SEE SHEET 2 460 AND 499 . INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO A. CUPANIOPSIS ANACARD/ODES (CARROT WOOD) 4 B Jm E3 1 / s —C) . PYRUS KAWAKAA41 (EVERGREEN PEAR) BAR) y ' STREET LIGHTS 13 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET - - 5 " -- - LIGHTING PLAN l �. 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE Al 3 AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO ._ -.. ^_ � ! RECONSTRUCT EX /STING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED EX. 40' WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. SD EASEMENT - ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER " DARY " I - STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPE ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF _ •.- >_ _.. __ _ :.. -_ -.: ,: - LANDSCAPE ENCROACHMENTS DATED JUNE 19,90 16 17 18 19 20 r 21 22, 3 24 - I / � t �= — — 16. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION E W 1.[ EX.. W _ .. _ EX. ,W _. .._ I ' EX. W — ,EX. ,W - ... _ . - .. - PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT _ 17. A. A CONSTRUCTION PROJECT DISTURBING MORE THAN ONE ACRE MUST OBTAIN A _ rr�r� CT ll 7 a l NATIONAL POLLUTANT DISCHARGE EL /M /NAT /ON SYSTEM (NPDES) PE MIT. C r J , 1 r, _ OWNERS /DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE NJ 3 y 1 ,1 �3� 81 I - WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION ! / Z ,3 4 I I PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. I 1 B. PRIOR TO ANY CONSTRUCT /ON, THE DEVELOPER SHALL PROVIDE THE COUNTY A 1 i I Lu COPY OF THE NOl WITH A VALID WDID NUMBER. 1 � I 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND THOMAS BROS. GUIDE PAGE 745, GRID H -4 (2006) STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT R/w BOUNDARIES UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE 60' - 30' 20' 10 PROPOSED 40VEMENTS) U UTILITY TRENCH W z VIA CASERIA „ „ CO(MODIFIEDRFOR R IVER S ID E C C.O.A) C SIDEWALK PER F ' p (COUNTY TRANSPORTATION MAINTAINED STREET) � z N. T. S. O R = 11, T I. =5.5 O NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT Z AND/ OR GRADING PERMIT HAS BEEN ISSUED c <C U C) to THE PRIVATE ENGINEER SIGNING THESE PLANS IS U RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPABILITY OF THE DESIGN HEREON. IN THE EVENT OF p DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR U U CL Q ® DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE Ld CL CL RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION Q C a u belbre ym AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. MARK BY DATE w TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 19. EX /STING STORM DRAIN PIPES /CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, `� t VAN BUREN BLVD. ADJUSTED DRAINED T 0 OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED AND OR rQ � BITE M A P SCALE I" = 60' 60 0 60 120 180 MARIPOSA AVE VICINITY MAP SEC.26 T. JS R.5W ENGINEERS SEAL I Pv a GENERAL NOTES: 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /OWNER OR CONTRACTOR TO APPLY CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE / TRANSPORTATION DEPARTMENT. WATER QUALITY NOTE: NO WQMP REQUIRED AT ENTITLEMENT STAGE BASIS OF BEARING NOTE: 25219 FILE IN BOOK 301, PAGES 66, THIS PROJECT IS BONDED AND IS TO INCLUSIVE, RIVERSIDE COUNTY, CALIFORNIA, BE INSPECTED BY CONSTRUCTION INSPECTION. BEING N 89° 43' 50" E SOILS REPORT INDEX OF SHEETS: SHEET NO. (s) DESCRIPTION PRELIMINARY R- VALUE -11 SHEET NO. 1 TITLE SHEET PERINLAND FOUNDATION ENGINEERING, INC. SHEET NO. 2 PLAN AND PROFILE (STREET A & STORM DRAIN) DATED:AUGUST 26, 2002 SHEET NO. 3 -4 DETAIL APWA STD. DWG 360 -1 BENCH MARK TRACT NO. 30231 SHEET No. ccommm n� BRASS DISC STAMPED 'VB 14 ° ON CONC. 1. P. NO. 130003 h �± POST FLUSH LOCATED NORTH OF VAN COUNTY OP RIVERSIDE E I Iv E E ms BUREN BLVD. APPROX. 1400 FT WEST OF SCHEDULE "B" Civil Engineering •Surveying • A QnMng SUTTEES DR. STREET IMPROVEMENT PLAN 6879 A' rt D ' R' CA 92504 REVISIONS z irpo rive, iverslde, N0. 53390 Tel:(951) 6 24 Fax:(951) 688 -0599 EXP. 6 -30 -15 * oiMer the supervision of. Cly11 � ESIGNED BY: CW RAWN BY: CW CHECKED BY ELEV.: 1476.64 SCALE: HORIZ. AS NOTED vERT. N/A FOR: WOODCREST I ENGINEERS 7765 (COUNTY FILE No. FILE No. RLENAME.•U: \Projects \Woodcrest Portnership \7765 \Engineering \Street Imp \TR 302. OF 4 1 L` C) CURVE 0 z RADIUS Z TAN Q 89 °59'40 c� ® cn C2 205'JI a o t6 73 CJ 25 °3147 z Q 49.01 24.92 C4 90 °00'20" 25.00 � 25.00 z 25 °31 '48 184.15 82.14 41.76 O 1= U Q w m U Q U_ c Q w z_ U w U W z Q cc Cn � OO z O � O U � O O co O U C j W U � g O IY I= U L d � Q � i fil low 1A.l_ (J � Q L0 rn z) 11 1U� 1 0 d d O d NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/ OR GRADING PERMIT HAS BEEN ISSUED THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR Wkw DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE OM RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION V AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. MARK BY DATE 13 v a RAb1AL PO STA 14 +20 0 ENGINEERS SEAL J•A t! NO 53390 * EXP. 6 -30 -15 i Scale 1 " = 40' HIV G, IV EE R S CA41 Engineering • Surveying • Pisnning 6879 Airport Drive, Riverside, CA 92504 Tel:(951) 0 Fax:(951) 688 -0599 Under the _ 24 BENCH MARK BRASS DISC STAMPED "VB14" ON CONC. POST FLUSH LOCATED NORTH OF VAN BUREN BLVD. APPROX. 1400 FT WEST OF SUTTLES DR. CONSTRUCTION NOTES 1a CONSTRUCT 0.33' AC OVER 0.92' AB (CLASS 2) CONSTRUCT TYPE 'A -6" CURB & GUTTER PER RIVERSIDE COUNTY STD. No. 200 CONSTRUCT 10' CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STD. No. 209 & 209A CONSTRUCT DRIVE APPROACH PER RIVERSIDE COUNTY STD. No. 207 55 INSTALL 30" R.C.P. CLASS IV D -2000 6a- CONSTRUCT CONCRETE COLLAR PER R. C. F. C. & W.C.D. STD. DWG. No. M 803 CONSTRUCT PIPE HEADWALL AND WINGWALL PER CALTRANS STD. DWG. D86B OS - INSTALL RIP -RAP SIZE VARIES, SEE PLAN FOR WIDTH AND LENGTH INSTALL SLOPED PROTECTION BARRIER PER APWA �lv STD DWG 360 -1. SEE DETAIL SHEET J. �\ 10 CONSTRUCT TYPE A, CURB RAMP PER RIVERSIDE COUNTY STD DWG 403. 11 CONSTRUCT TYPE 3, CURB RAMP PER RIVERSIDE COUNTY STD DWG 403. �_ 12 PLACE STREET NAME SIGN PER RIVERSIDE COUNTY COUNTY STD DWG 816. CURVE TABLE CURVE DELTA RADIUS LENGTH TAN C1 89 °59'40 50.00 39.27 25.0 C2 205'JI 38.00 lj6.Jt t6 73 CJ 25 °3147 110.00 49.01 24.92 C4 90 °00'20" 25.00 39.27 25.00 C5 25 °31 '48 184.15 82.14 41.76 LINE TABLE LINE LENGTH BEARING 1 372.JJ N00 07 E 50.00 N25 °39 54 E 63.42 NOO °08 07 E 90.20 N4O °57 44 W TRACT NO. 30231 1. P. NO. 130003 COUNTY OF RIVERSIDE SCHEDULE "B" STREET IMPROVEMENT PLAN SHEET No. L OF 4 SHEETS I\ e1v1V �� S °°e '�°" °` ELEV.: 1476.64 REVISIONS APPR. DATE OF CA \i b ESIGNED BY: CW RAWN BY: CW CHECKED BY: C-1 SCALE: HoR¢. AS NOTED VERT. N/A FOR: WOODCREST I ENGINE 7765 I COUNTY C11 CAIAAAr.11.\ .,.:a,.4..\ W,....l...e..f O,..i..e...l.:..\ 7785\ r--: --- .:__A Ot__, _. TO znl TRACT 30238 , 12 4 PE- 1449.0 - 372.3' 14 15 23 So 120 S TORM DR d L o PMA6 PREPARED BY. C) z Q Z.. i x -7 cn VJ x GZZ 3 f xOZX6 . Z 6ZZ � {,n l 5... � � E § z z O * EXP. 6 -30 -15 * � O U � Lei w � cn �T civil, OF CAUE J OJ O w ?r6 U oc y m Q- • < #" Q ..^";n,��'2°"a..dp��+^5�5,. .,.- '�.�.° !°^a+t^q^srt^• _Cy . ss33ee . � . pt > �q tom oc Ld - 4 cr- LLI z Z � w U z w LLJ Sj) < V w C i"y sr"F ou f w z � O at C tn o U W :+i cry. c--4 to 0 tN 00 ' 4 ' 0 CC C £r#. ° y ' � � .y ' + c�1 ] C) 0 g " l - �5 y y 0 T T° 4'R T° Y°� l � ?' d ?� 4 10. �` • ° l C^T L 9 n Y � � 'Y Y' $ $ F Y Y' R llf U 4p»� £ $. \ Wit) p Uj w w � U U aJ w � t �5[ CL Q Q Q- E m U *® Ld > 0 m 0 wo In z ITS 'd'e 1 " ° " RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION Call AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. MARK I BY I DATE REVISIONS sm ol I Sri LIM z b i PMA6 PREPARED BY. 3 Z.. i x -7 N UFESS/ x GZZ 3 f xOZX6 `� f•- za � aTs 6ZZ � {,n c? 5 'C3 1.#"E in e.C} it9 n L5 c'_i 6 fit) sn tf 3 G 5 6 5 5 5... � s E § x �L * EXP. 6 -30 -15 * ow (g/ Ox9x9 Lei s ^ '. , tN �T civil, OF CAUE CL t�� ?r6 y m L � • < #" d 5p 19 �� ff l ..^";n,��'2°"a..dp��+^5�5,. .,.- '�.�.° !°^a+t^q^srt^• _Cy . ss33ee . � . pt > �q tom ca - 4 cr- LLI � M Li fu Sj) < m C i"y sr"F ou f � 1,. [f �S (9 t t at C tn r �� {� COZ W :+i cry. c--4 to 0 tN 00 ' 4 ' 0 CC C £r#. ° y ' � � .y ' + c�1 ] ! { C 666 g " l - �5 y y 0 T T° 4'R T° Y°� l � ?' d ?� 4 10. �` • ° l C^T L 9 n Y � � 'Y Y' $ $ F Y Y' R llf 0 4p»� £ $. \ Wit) © � 9 � O 1' � x � Y 9 *1: t �5[ (9L� 0XVxL S1) Ol x ZOL x 9Lt Sl � ems` 6ZZ 0 „Z yr (L "Oxtx9 511 01 x 7,01 x ,,S€ CL 0 (S LLxV I m � Clt. p.X (GL - W8 t . Y ' 0 La �x l ( 8",Z1) m V7 x 1: -cw Li (mo Y q S CL 0 m 0 wo In z ITS 'd'e 1 " ° " RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION Call AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. MARK I BY I DATE REVISIONS sm ol I Sri LIM z b i ° 0 4 UJ i... -3 y� $-` r 6° 3 ..§ S fit - � _ i q x _- w -. =mom *° t1 C�t0 tk� ~'i ci 6 Ll u • l ' >., 1 ° LJ 0 lit 0 a- U L ; j Un WW cD ti mes 0 0 0 � _ 0 0 0 to Sl > € mw C4 . mow( E X - c0 E -.1 Ii -j 91 M C# Q r� PMA6 PREPARED BY. 3 Z.. i x -7 N UFESS/ x GZZ 3 f xOZX6 `� f•- za � aTs 6ZZ � {,n c? 5 'C3 1.#"E in e.C} it9 n L5 c'_i 6 fit) sn tf 3 G 5 6 5 5 5... � s *O x �L * EXP. 6 -30 -15 * ow (g/ Ox9x9 Lei s ^ '. , tN �T civil, OF CAUE CL t�� ?r6 y m L � • < #" d 5p 19 �� ff l ..^";n,��'2°"a..dp��+^5�5,. .,.- '�.�.° !°^a+t^q^srt^• _Cy . ss33ee . � . pt > �q tom ca - 4 cr- LLI � M Li (gL� o Sj) < m C i"y sr"F ou f � 1,. [f �S (9 t t at C tn r �� {� COZ W :+i cry. c--4 to 0 tN 00 ' 4 ' 0 CC C £r#. ° y ' � � .y ' + c�1 ] ! { C 666 g " l - �5 y y 0 T T° 4'R T° Y°� l � ?' d ?� 4 10. �` • ° l C^T L 9 n Y � � 'Y Y' $ $ F Y Y' R / �.9 l 91 lfl f +J YF i 1 ( /cox t ) 9t x 0 4p»� £ $. \ Wit) © � 9 � O 1' � x � Y 9 *1: t �5[ (9L� 0XVxL S1) Ol x ZOL x 9Lt Sl ( CLx6 0 6ZZ 0 „Z (L "Oxtx9 511 01 x 7,01 x ,,S€ CL 0 (S LLxV J) t LL x � Clt. gay —}'' >_ (GL - W8 t . QZ; 0 (.9/ S -X.*/ L G) 9L � �x l ( 8",Z1) V7 x 1: -cw Li (mo Y q S CL (?'6x4 3) TV x 8 41 (L'vtxZ 0) O - ZZ x < Z (. /9%V /i7 £) 91 96 (.9 t x 9' LLI ILL' X '} 9 #^'�� L x Sl (( {{ 6 x zi 0 (OZX 0 2W -x 6 jr Z y? - 3 0 }_ �. Q � � £ LL- V) z _I) ) y"'} ® x 1 Z#dt ' 94 Z t [ S.{,. 4 `3 tL Imp $ .Z $.OZ ¢¢ S.SL. gLxq '0)6�a x 'coz [ } { kke "'. iaY 4 .`.Y QL X / 9 p t. CL {3� t� �' t } � l Cg Y � Z x 0`$ te� k,i (2 Li Ox xir SI) @ x ZOL x Z(it Sl... 4Z'Ox"q 0) Z'Gi x Zgt ( ixg ) C`6t x ZG1 0 ° 0 4 UJ i... -3 y� $-` r 6° 3 ..§ S fit - � _ i q x _- w -. =mom *° t1 C�t0 tk� ~'i ci 6 Ll u • l ' >., 1 ° LJ 0 lit 0 a- U L ; j Un WW cD ti mes 0 0 0 � _ 0 0 0 to Sl > € mw C4 . mow( E X - c0 E -.1 Ii -j 91 M C# Q r� PMA6 PREPARED BY. L x Z.. i x is! N UFESS/ x GZZ 3 f xOZX6 `� f•- za � aTs 6ZZ � {,n c? 5 'C3 1.#"E in e.C} it9 n L5 c'_i 6 fit) sn tf 3 G 5 6 5 5 5... � s *O x �L * EXP. 6 -30 -15 * ow (g/ Ox9x9 Lei s ^ '. , tN �T civil, OF CAUE 7r t�� 0) LL � y Z L � 0 < #" r 1 l 9 � ..^";n,��'2°"a..dp��+^5�5,. .,.- '�.�.° !°^a+t^q^srt^• _Cy . ss33ee . � . pt > �q tom - 4 x � M Li (gL� o Sj) < 01 x C i"y sr"F ou f � 1,. [f �S (9 t t at C tn ° 0 4 UJ i... -3 y� $-` r 6° 3 ..§ S fit - � _ i q x _- w -. =mom *° t1 C�t0 tk� ~'i ci 6 Ll u • l ' >., 1 ° LJ 0 lit 0 a- U L ; j Un WW cD ti mes 0 0 0 � _ 0 0 0 to Sl > € mw C4 . mow( E X - c0 E -.1 Ii -j 91 M C# Q r� I w W-1 0 t p d �! f 10{) x PMA6 PREPARED BY. L x Z.. i x is! � +-- � ,.- .-- *-- �- T "" •- '�- •� •- �`- ,-- t � Cad C"i t'# C ^! UFESS/ x GZZ 3 f xOZX6 ) 6 X 6ZZ � {,n c? 5 'C3 1.#"E in e.C} it9 n L5 c'_i 6 fit) sn tf 3 G 5 6 5 5 5... � r ; r n 1— #, * lw n n n n - 1d, Lea €€s OF w 0 Q *O x * EXP. 6 -30 -15 * ow (g/ Ox9x9 Lei s ^ '. , CN h6 CN 03 „^d 474 N7 n 1°1 ff`# ?*3 i'°3 n tg'F f") rn r l r) rr'§ �T civil, OF CAUE 7r t�� 0) LL � y L L � ') r 1 l 9 � ..^";n,��'2°"a..dp��+^5�5,. .,.- '�.�.° !°^a+t^q^srt^• _Cy . ss33ee . � . pt > �q � x # L x � (gL� o Sj) a y O t x 01 x '� ✓`+�.✓ �.w,i°m✓�RJ h1'�.�d�_x. ++mot � 1,. [f �S (9 t t $ l Ol L L.l x °6L x r �� {� COZ W :+i cry. c--4 to 0 tN 00 ' 4 ' 0 CC C £r#. ° y ' � � .y ' + c�1 ] ! { C 666 g " l - �5 y y 0 T T° 4'R T° Y°� l � ?' d ?� 4 10. �` • ° l C^T L 9 n Y � � 'Y Y' $ $ F Y Y' R / �.9 l 91 lfl f +J YF i 1 ( /cox t ) 9t x : g S91 4p»� £ $. \ Wit) © � 9 � O 1' � x � Y 9 *1: �� 0 (9L� 0XVxL I w W-1 0 t p d �! f 10{) x PMA6 PREPARED BY. L x Z.. i x 9Lt BRASS DISC STAMPED 'VB 14 ” ON CONC. UFESS/ x GZZ 3 f xOZX6 ) 6 X 6ZZ 0 ("i p' x .Z/L ) 'x' 5... � *O x * EXP. 6 -30 -15 * Under the (g/ Ox9x9 SL S°�"�i00 e'' N [�A g y y �T civil, OF CAUE , t�� 0) LL � y L L � ') r 1 l 9 � ��1 � x # L x � (gL� o Sj) a y O t x 01 x �{' Z9t � 1,. [f �S (9 t t $ l Ol L L.l x °6L x r �� {� COZ x J € } '�1�� (9:�-a Mi (GZx6 qy 0) 6 z X ) 6Z x C 666 / �.9 l 91 lfl f +J YF i 1 ( /cox t ) 9t x : g S91 4p»� £ $. \ Wit) © � 9 � O 1' � x � Y 9 *1: �� 0 (9L� 0XVxL S1) Ol x ZOL x 9Lt Sl ( CLx6 O 6 6ZZ 0 „Z (L "Oxtx9 511 01 x 7,01 x ,,S€ 51 (S LLxV J) t LL x � Clt. J (GL - W8 0)I -'GZ x QZ; 0 (.9/ S -X.*/ L G) 9L � �x l ( 8",Z1) V7 x 1: -cw (mo (?'6x4 3) TV x 8 41 (L'vtxZ 0) O - ZZ x 941, D (. /9%V /i7 £) 91 96 (.9 t x 9' x 4 X '} 9 #^'�� L x Sl (( t q( � 'a C ] V g 6 y 6 x 6Z 0 (OZX 0 2W -x 6 jr Z y? J x„ 9 � �. Q � � £ 0,. p $i p''-- hb fi }'�3}r'pi »} _I) ) y"'} ® x 1 Z#dt ' 94 Z t [ S.{,. 4 `3 tL � ( J) t Ll $ .Z $.OZ ¢¢ S.SL. gLxq '0)6�a x 'coz [ } { kke "'. iaY 4 .`.Y QL X / 9 p t. CL {3� t� �' t } � l Cg Y � Z x 0`$ k,i (2 Li Ox xir SI) @ x ZOL x Z(it Sl... 4Z'Ox"q 0) Z'Gi x Zgt ( ixg ) C`6t x ZG1 0 ("Q/ gxa*' 9t 96 € (,3x 9`1 x OT ( O r ,Z' O x - - xx L Si) 9 x I x t- Sl ($--C D 6'6t x 0 -ZX6 ) - x 0 (����t.� /L 9� 9 + y . L x x e 9 99 s �aO i OT x vZ (O S.9 YaZx § L ' 9 L 11 k6 c i” r )J t r_.t y 6 Z Z Et7 0 f J (9/ '0) ' L 7 — X { 7 O (s.'R X a , /L 9) 91 X CCL 34�3 ' H x { (ti Ztlx xtr [) 9 x 9L x ZOt Sl (Z' x9 0) -Z L x ��t 0 (Jx9 ) 6L x Z t 0 (., x ,.'t/ 2) 9t x 6 (A ° ) 2 x V7 (OGZ'Ox xC Si) 9 - x 9L x 94 Sl. (6x9 0) t - c` s x LZ t (6xS ) t x at 0 (., d „Z/ L Z) 9L x t9 (, x39) t x (L 'Ox xL Si) Ot x ZOL x 9L1 SE � ia (tx6 0) 6'61 x 6ZZ 3 (006 0)9`6Z x 6ZZ O ('9 /9x "Z /l 9) 9L x 99l (otx,9) O`C x L (SLR Ox x9 S 1) rj%I x ZOL x Z -jL Sl ( Ux9 O) L`Ll x C O Z O (L`9tx8 0)6`LZ x COZ 0 (p.9 /SxJ /t 9) 9€ x i: l (,9x.9) Z x Ls L (ooG'OxtxV S11 c t x ZOL x zot _ sl I (z'9x9 J) Z's l x m O ; 01x9 ) 17'61 x c sil J (,q /Sx.itA i�) 91 x 36 (. x,9) 81 x 9 1 ti" Ox xt 5 11) 11 X 9L x Lot 51 (Z 8x9 J) 6-St x tr9L O ( V9 0) l 6L x Z L O (.'9/ x ,iZ./ r L G.) 91 x t9 (, -Vx,9) Z"L .x x. 9.L f:: L.} ( ( (QSi6 tix••Zx9 -blI 9 x LS X t >_,1 ( W D) L'Li � �.� 0 (9L V 0! LZ x c 0 (f /'Gx - tr/ r t ) 91 x ��L (a xstr) z x Z L i7L£`OxZx Sl) 9 x tS x m Sl' (Z '9x9 O) Z'St x Z t D (W9 0) �` t x Z9 0 ( "S /Gxj/ 0 91 x (,'�x,tr) 9°t Z't 9 x 9L x 9L S1 (O 0) t'Zt x LZL 0 (6x9 ) V' t x LZL 0 ( r'Gx.,Zr t Z) t x tr9 (, , #? , L x Z't 8313VOY4 Y0110 Sd38V43V4 3015 WHtliVI dOi S�VEI I OLI H x PA ' IS X013 z - l..i« a + —' 19 V i r .a£.. 1 �d (OGZOxGxG Sl x /_Z. x L z m (g7 . { Z � LxL _� x `I) ' L 1 (S 'Z'LPL 0) "gL y x 9 0 { / r t'u L x ALL I x (A jj 4� �x l * t y � { OT j X � Zt ( '3 e xlrx - �`` j 9 x x 4t + S e - a � , l Si ivA m { L 0) l {.s'M1JjI N ) gL x zSL ss%ffjj[t�.0 L k4".xitt fyj t.s 3 - 'a k. (o9 0 xC` SI) (�l) 9 y [�L x `9L x 9 Sl ( x� } Y - J) t L R LZt +j 0 {j�vq ( x ) �I .x5 LZL +0+'q 0 qj Z $. Z) L ' L9 (i �F�Lf gN{t 1 9 x l ' � Z* . 1 ' * i� ) 9 x x 171L vtt (' ( A Oi1x 0) t x t z ( '01x9 3 ) q 'i ; L x Z t. 0 (. z/ttx"z /t i x *L ( x c i y y +� l . x,Z l) T x l tm :) { M1.J`.7£t ( J O G z ' 0xS ?;_ O 2 `a. [' S,i� ) 9 x b` x 6 �l S ( aF {� {i ` ( L 0 V x LZ.i 0 (6 0) l rT L x L6' ( J [ tF) (U Vt£S.) Z .6 x " 9L it"° "X . # Q �. Y 4d X { 9� 91 :d.- (109Z'Ox x Sj1� 9 x 9L x 9L Si (6?S tit x ZL (6xS ) t` L x LZ{ t Z tx,Z} L x is (39x,21) 9•l x 9T cr (OSZOxSvxSt 51) 9 x ttt x tlL 51 (50vq ;)) 9 I, x ZSt 0 (GOLx9 ) 9 L x Z L 0 ( «Z /Lx °Z /t v) vt x - VLL (,OLX'01) 0'V x X T (QG '0x5'cx ' 1.) 9 x 68 x os 1 (6 J) V x LZl 0 (6 ) it,-CL x a1 0 (�Z /t ) ci x 9L x (.gx,00 (3x.OL) L?'Z t x O. (O °0xg'zxG'Z SI) 9 x t9 " 19 Sl (9Z 3)8 t x - St Zot 0' (�Z`Lxtr O`Ot x x ZO( 0, ( °Z /v cL is (kZ /Lx t CL x VLL (,Otx,9 O' x of t'Z (092'4x9 "trxG`tr "Ox S1) 9 x VLL x tlt Si (G`0 Lx xS 0) x x ZSt 0 (;`Otx9 (6x9 0 ) 9`GL 0) `fig ` 4 x Z9L LZL 0 0 „z/'t (.Z /Txs t x 9L (. t, Z x t Z (OGZ xc (0cjz �x9`Zxg'Z SI) S') 9 9 x 3L - V9 x 9.? x tr Sl G1 ( (W 05 V t L 0) 'Ol x LZ t ZOt 0 0 gz Lxt* �) 3'01 Z(3t .9) a.. (492 OxZxZ S.L) 9 x LG x LS l (9Z Lxt O) `t0L x ZOL (GZ Lxtr ) ()t x ZOL Cx / Lx..l) tx Z (,t .9? Z t t z Cie x trtl x trLl Sl (G`om 0) '9'GL x Z9l 0 (G'0 tx9 ) 9`GL x ZOt O ) Ct t!1 .AZ/'LxgZs -b x (,0L X,9) O 'Z 9'1, = x (O Z'O ' '£ Sl) 9 69 69 Sl I x (6 0) t' L x LZt 0 (6 x 0 ir'� t x ) LZ t (, Z/ lx t) t x 9L (. Y 9 't x 9't (Oi Z'OxS'Zx 'Z Sl 9 x tr9 x t9 Sl 9 ) ()l x ZOt O ( Z'L`t 0) 2'0L x ZOL 0 (,.Z /L%Z) t x is (19x39) x 9't (OgZ`OxZxZ Sl 9 x L x L9 Sl (9Z Lxtr 9'Ot x ZOl O (SZ`Lx'b 0) 8'0l x ZOt O (,.Z /L L x Z L "19) Z`L it 9'L (O9Z`0x x S1) 9 x 9L x 9L Si (6x 0 t' l x LZL 0 (6xS 0) tr It x LZL t Z /tx 1 �J x 9L (.L3x,t) t'Z x Z t (O Z'OxZxZ SI) x LS x LS Si (SZ : Lxt 0) 'GL x ZOL 0 (Z`Lx 0) `Ot x ZOO 01 Z) t x L {,9x,t) `t x_Z'L (OSZ'OxZxZ al) 9 x i�a x l9 S1 (SZ L 0) 6'Ol x Z4t (GZ Lx tr 0) 9 "4(x Z it (Lx „t) � l . >�/° x Z (,tx,tr) U.t Z't x Z't GNAM i� oiioe Sa38V43Vl GS ( 99 9 Ol i will ' 5 �8 Ws DLL'6 H x ht "3Z1S X08 ENGINEERS SEAL PMA6 PREPARED BY. BENCH MARK BRASS DISC STAMPED 'VB 14 ” ON CONC. UFESS/ POST FLUSH LOCATED NORTH OF VAN p J.4 Hiv OG I Al E E R BUREN BLVD. APPROX. 1400 FT WEST OF Civil Engineering • Surveying " Planning SUTTLES DR. v z 6879 Airport Drive, Riverside, CA 92504 Np_ 5339 p Tel:(951) 02 Fax:(951) 688 -0599 * EXP. 6 -30 -15 * Under the S°�"�i00 e'' ELEV.: 1476.64 �T civil, OF CAUE ESIGNED BY: CW kAWN BY: CW CHECKED BY: C- SCALE: HORIZ. AS NOTED V €RT. N/A FILE TRACT NO. 30231 1. P. NO. 130003 COUNTY OF RIVERSIDE SCHEDULE "B" STREET IMPROVEMENT PLAN SHEET No. a N N OF SHEETS N FOR: WOODCREST ( ENGINEERS 7765 'COUNTY FILE No. FILE No. Iects \Woodcrest Partnership \7765 \ €ngineering \Street Imp \TR 302 t� 4aa t co zte€ co Li g a Ly Aa ID tL.t I Us tl.i g M LU S 0 C t. wo rC sJ t E x 1� Q w POST FLUSH LOCATED 0 c� v7 1400 FT WEST OF � n ELEV.: 1476.64 LL LLI � is z Q s E e m E i co 00 z z z � z t O CL a. c Of O ! z l o x i J F� CL Ix I� n _ La _j z 71 z_ O w U w z Q Ll o 0 z o O U � O O � Q Lli N P4 U W W > U 0 Ld CL t E La to Td x 1� Q w POST FLUSH LOCATED 0 c� v7 1400 FT WEST OF � n ELEV.: 1476.64 LL LLI � is z Q s E e m E i co 00 z z z � z t O a. c Of O ! z U i J F� CL Lij I� 0 i.a E LLj _j z 71 z_ O w U w z Q Ll o 0 z o O U � O O � La to Td £L. t7 X Q Lij 0 E c Tw ca x 1� Q w POST FLUSH LOCATED 0 c� v7 1400 FT WEST OF � n ELEV.: 1476.64 LL LLI � is z Q s LLB e m CO i _j 1 0- Ca na £L. t7 X Q Lij 0 E c Tw ca lizi V. A a 0 r� U ') v U fi� 7 W L 6 0 -t cr i L1. < 0 °"2 yj tort UJ Uf u a- -€ i ✓ 0 Q _ uj 10 z w C3 3t 0= w Li a- 00 _ CL T <Z _j z' uj a ° cl L c ci .G > < m o CL w < < a- Li w � f-- _x 0 -F a af. m grs €_ cz: c rl f i 0 < 0 � ` z z z m < z x 1� Q w POST FLUSH LOCATED 0 c� v7 1400 FT WEST OF � n ELEV.: 1476.64 t� cI � is z Q s Lij CO i � z z z t O a. c Of O ! z U i J F� CL >- lizi V. A a 0 r� U ') v U fi� 7 W L 6 0 -t cr i L1. < 0 °"2 yj tort UJ Uf u a- -€ i ✓ 0 Q _ uj 10 z w C3 3t 0= w Li a- 00 _ CL T <Z _j z' uj a ° cl L c ci .G > < m o CL w < < a- Li w � f-- _x 0 -F a af. m grs €_ cz: c rl f i 0 < 0 � ` z z z m < z �s E x 0 Q w POST FLUSH LOCATED 0 c� v7 1400 FT WEST OF � n ELEV.: 1476.64 t� cI � is z Q s Lij CO � z z z t O a. c Of O ! z U W J F� CL >- 0 i.a E LLj _j z 71 z_ O w U w z Q Ll o 0 z o O U � O O � Q Lli U W W > U 0 Ld CL Q CL cj to 1 �s E E I sus t Qua LLJ t— t"t CL F - CD m E Ld tj LAJ a- C 3. 1 5a§ 9 1§ h- E 1 V4 C a A 1 a I LAI UJ Y: ( j ; € S I E 1- 7 - a s ( �a I Lli . #• ® 1 _J s } g - r-. to to uj h 'tt!aj $E kn ENGINEERS SEAL J_j HIV Q I /V E E R S Civi/ Engineering • Surveying •Planning 6879 Airport Drive, Riverside, CA 92504 NO 53390 Tel:(951) 6 8 -0 41- Fax:(951) 688 -0599 * EXP. 6 -30 -15 * Under the of.' civil- �Q °"" ft REVISIONS APPR. DAT 9�A�CAt�F ESIGNED BY: CW IRAWN BY: CW CHECKED BY: BENCH MARK x 0 Q w POST FLUSH LOCATED z Q c� v7 1400 FT WEST OF � n ELEV.: 1476.64 t� cI � g z Q s Lij CO � z z 0 Q O W c m O U W J Q cr W z_ O w U w z Q Ll o LL � z o O U � O O � Q O U W W > U 0 Ld CL Q CL E I sus t Qua LLJ t— t"t CL F - CD m E Ld tj LAJ a- C 3. 1 5a§ 9 1§ h- E 1 V4 C a A 1 a I LAI UJ Y: ( j ; € S I E 1- 7 - a s ( �a I Lli . #• ® 1 _J s } g - r-. to to uj h 'tt!aj $E kn ENGINEERS SEAL J_j HIV Q I /V E E R S Civi/ Engineering • Surveying •Planning 6879 Airport Drive, Riverside, CA 92504 NO 53390 Tel:(951) 6 8 -0 41- Fax:(951) 688 -0599 * EXP. 6 -30 -15 * Under the of.' civil- �Q °"" ft REVISIONS APPR. DAT 9�A�CAt�F ESIGNED BY: CW IRAWN BY: CW CHECKED BY: BENCH MARK x BRASS DISC STAMPED 'VB14" ON CONC. POST FLUSH LOCATED NORTH OF VAN BUREN BLVD. APPROX. 1400 FT WEST OF SUTTLES DR. n ELEV.: 1476.64 SCALE: HOR /Z. AS NOTED VERT. N/A F /LE! TRACT NO. 30231 1. P. NO. 130003 COUNTY OF RIVERSIDE SCHEDULE "B" STREET IMPROVEMENT PLAN SHEET No. a 4 h N N OF 4 SHEETS N FOR: WOODCREST I ENGINEERS 7765 (COUNTY FILE No. FILE No. 'ects \Woodcrest Partnership \7765 \Engineering \Street Imp \TR 302, tea x E t�1 x tS _j cn n t t� cI f1 g Z s Lij CO tea L kl# C 0 E tS _j cn n t t� ca g Z s Lij L kl# C W 1�4 t� W E AN 't'nm 0 ul u Y �5 E 0 CC _j ir t� ca W 1�4 t� W E AN 't'nm 0 ul u Y �5 E E& 0 CC La.k ir Z F— CO E& z uaLu g E La.k Lrffi F— 0 lE cj to 1 z uaLu g E