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947jj_sppGENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /OWNER OR CONTRACTOR TO APPLY TO THE PLA 11 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 S TREET IMPROVEMEN T N TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND /OR 3 PERMITS MAY BE REQUIRED. 2• THE CONTRACTOR/ DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA AND 92, ir RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD \ �o w ; LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVALS. PERMITTEE S o O MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF 9 27 - 050 -39 -__� ` ` \,y 46 ® v, / ham CONSTRUCTION. FT PHONE: (95 1) 955 -6885. 9 27 - 430 -3 Ory h0 M �� • �� 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. S.D. ESMT. �a F ® h ✓/� `J r SECONDARY _ ` ® j�� ,J ACCESS S.D. ESMT. ,. 4• ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION ® INLET' 4 ` , 0) O � AND SUBSEQUENT AMENDMENTS. ^ / h DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE N0. 461 \\ S.D. ESMT / h INLET 36 T ® Mh 5 • IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO 2 INLET 1A � INSTALL STREET 1 / / D. ESMT J / p CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 461.1 1 !�J INLE 2 ® ry 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INLET 3 o) h # S. D. ESMT. i INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. S.D. ESMT. --,,,� / 1 n/ 7• CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUr ACCORDING TO INLET 7 crD t p COUNTY STANDARD N0. 206 AND /OR N0. 207, AS DIRECTED IN THE FIELD. �1� 3 S.D. V SMT 37 \ 2 /INLET 22 211 ^ Z/ 7 / 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA �� / 7 -' INLET 5 1� 25 INLET 2 \ v /�/� O� v ( V � h h DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK V 4 ��' I1 INLET 19 ^ PERFORMED WITHIN STATE RIGHT -OF -WAY.. _ INLET 6 T7S SECTION 36, R2 ESMT. , W .. Q' i °1 , , <" 11 �- 'l 19 20 SECTION 6, TSS T8S, R2W R1 W 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL 'AND MAINTAIN ALL C� 34 27 �� SECTION 1 g > PRIMARY 28 CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS > S.D. F�l\ °� S.D. ESMT ��-�.--� \ ' 2 SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL ®/ S .D. ESMT. �� s \ o ACCESS COMPLETION AND ,ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTiROL PLAN MUST BE �. ' SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 5 '��, � � �R'( %r � INLET 21 v � � � M Sy �1y1 °) o I �~ 1� 33 INLET 8 29 �� % P D. ESMT. 18 .� T O 10. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING 6 -� V `V 4D '� �, TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS INLET 11 S.D. ESMT. INLET 18 J O A� ARE ENCOUNTERED. e D. ES , r - < R (3 ' 17 ' S.D. ESMT l ^ h S.D. ESMT. ` S. ESMT. �® / ° 2 2 pD R 21 11 ASPHALTIC . C EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING __ -�' - \ \ 30 �- 1 6 I PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE i APPLIED AT A RATE INL �f 9 INLE) 17 f. , .° if OF 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM s i S.D. ESMT 23 0) m TO SECTION 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. ® 32 x l- 15 I q , �, INLET 10 7 \ 12. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN P IRCENT. 31 S.D4ESMT. �. 13• INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. (OR AS APPROVED BY RCTD 8 \ INLET 1112 j INLET 16 ,' ; r- , / / r // / "► �7 LIGUSTRUM JAPONICUM. a- /. ROAD f ® S.D. ESMT -/ IN 13 • , _ 13 r R E 14. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. '° ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT LLJ 15. CE AS A MINIMUM FOR f 9 �j` - - AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE ® e� , ® S.D. ESMT. �' �J, NOTICE TO CONTRACTOR: \ �� ;/ 1927- 090 - 40 INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE - I l=- CURRENT ASSIGNED TRAFFIC INDEX. \ CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE t ® RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF In a D. EsMr. 12 16 • ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON INLET 14 PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND � 1 1 ' LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYKES OF LANDSCAPING ' IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE EIT 115 0 ' LEGEND BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS ®. _ DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS ", DATED JUNE 1990. -� ' _ PROPOSED TREE LOCATION FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE O_ PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 1 7 ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ! ONLY. BY SIGNING r FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR 10 1 0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. ; STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF ® / AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 180• CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT ' - EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR 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. 18b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE N.O.I. WITH A VALID W.D.I.D. NUMBER. 19. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER JURISDICTION OF THE DEVELOPER. 20. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTEiVDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND / OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. D SOILS ENGINEER: ® ENGEN CORPORATION 25759 JEFFERSON AVE. MURRIETA, CA 92562 DIAL TWO WORKING (951) 834 -9000 BEFORE DAYS BEFORE OWNER: YOU DIG YOU DIG PAUBA RIDGE, LLC 42380 BUSINESS PARK DRIVE, SUITE 107 TOLL FREE 1 -800- 227 -2600 TEMECULA, CA 92590 CONNECTORINLE Q, -C.B. LINE A 1 10.7 c.f.s. LINE A 1A 0.4 c.f.s. LINE A 2 17.9 c.f.s. LINE A 3 11.0 c.f.s. LINE A 4 3.2 c.f.s. LINE B _ 5 7.5 c.f.s. LINE B 6 4.3 c.f.s. LINE B 7 4.5 c.f.s. LINE C 8 13.7 c.f.s. LINE D 9 4.4 c.f.s. LINE D 10 8.3 c.f.s. LINE D 11 9.9 c.f.s. LINE 1 12 3.5 c.f.s. LINE 1 13 0.6 c.f.s. LINE E 14 1.0 c.f.s. LINE E 15 8.7 c.f.s. LINE F 16 6.5 c.f.s. LINE F 17 3.2 c.f.s. LINE G 18 7.6 c.f.s. LINE G 19 4.9 c.f.s. LINE H 20A 2.8 c.f.s. LINE H 20 3.8 c.f.s. LINE J 21 5.5 c.f.s. _ LINE G 22 14.6 c.f.s. 1 111 _ LEGEND OF ABBREVIATIONS &SYMBOLS IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE - -'" UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON T.C. TOP OF CURB '° 'CEO EXIST. CONTOUR THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF OR ANY m t F. L. FLOWLINE ELEV - -100 1 PROP. CONTOUR DAMAGE TO THESE LINES OR STRUCTURES. m a T.G TOP OF GRATE - - -- R/W ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE G.B. GRADE BREAK - - - DAYLIGHT LINE ONLY AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. _ SHEET FLOW RATE F.G. FINISH GRADE �� R. G. ROUGH GRADE - GRADED SWALE -`'� 1 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL \ F. S. FINISH SURFACE CENTERLINE INV. INVERT OF DRAIN �0% REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF " - 1 - SWALE HIGH POINT WORK. PAD ELEVATION FLOWLINE GARAGE FINISH FLOOR G. F. F. F. FINISH FLOOR ELEV. INDEX OF SHEETS: ANDREW b(ANN ®ATE F. ��s_� SUBDRA/N S OMeG,q, �o1NEE,�LNPa C�SuL. _ _`� HT. NO. DESCRIPTION _ _ AREA DRAIN �3�40 VLetv✓Rip46 Ave Sulrm B B.V.C. BEGIN VERTICAL CURVE �, ,,qq,, _ _ _ 1 GENERAL NOTES, VICINITY MAP AND INDEX 5.4" Pits CA 92)23_ f o E.V.C. END 'VERTICAL CURVE TOP OF SLOPE 2 CONSTRUCTION NOTES AND TA SI a P.I. POINT OF INTERSECTION - - - TOE OF SLOPE 3 KNOLL VISTA STREET 1 11JFIL 1i -ATIaN BAS/ F .L4N II E.P. EDGE OF PAVEMENT A/C BERM 4 KNOLL VISTA STREET ( 2A• IIJ FI1_7xATI0LJ GASLN p2A T. W. TOP OF WALL ELEV. ♦ FIRE HYDRANT 5 ARBOR GLEN COURT � 21. SCALE: 1" =200' T.F. TOP OF FOOTING ELEV I� o STREET LIGHT 6 ARBOR GLEN COURT Z2 Det,4i_!; a 6 ARBOR GLEN COURT a D. F. DEEPEN FOOTING SOUND OR SCREEN WALL 7 ARBOR GLEN COURT V) L. LENGTH 8 VALENCIA COURT 200 100 0 200 400 600 DWY. DRIVEWAY - - - - - - EDGE OF PAVEMENT 9 PAUBA ROAD N.T.S. NOT TO SCALE 0 WATER METER 10 PAUBA ROAD 11 PAUBA ROAD GRAPHIC SCALE 1 =200' P.U.E PUBLIC UTILITY EASLMENT CATCH BASIN & LOCAL DEPRESSION 12 PAUBA ROAD R/W RIGHT OF WAY 3 , 0X DEPTH OF REQ'D OVER EXCAVATION 13 S.D. IMP. PLAN LINES A, Al, A2, A3, A4 0 14 S.D. IMP. PLAN LINES B, 31, B2, C A PUBLIC SERVICE BY (949) 515 -4911 CUT /FILL LINE 15 S.D. IMP. PLAN LINES D, D1, D2, E, E1 N UNDERGROUND SERVICE ALERT 16 S.D. IMP. PLAN LINES F, F1, F2 I, 11 0 N 17 S.D. IMP. PLAN LINES G, G1 18 S.D. IMP. PLAN LINE J, H �� NOTE: SEAL- COUNTY COUNTY OF RIVERSIDE SEAL- ENGINEER A9 TRACT NO. 32982 I.P. NO. 060142 SHEET N0. WORK CONTAINED WITHIN THESE PLANS � TRANSPORTATION DEPARTMENT �oFESS /D HUN SAKE R & ASSOCIATES ELEVAT 7179.309 FEET NAVD 1926 SHALL NOT COMMENCE UNTIL AN ,�Q�OFESS O PS S < I R V I N E I N C 2 i 2" "BRASS D/SK IN CONCRETE CYLINDER STAMPED T -7 -81 COUNTY OF RIVERSIDE o /moo FRF q< \\ APPROVED BY: � �o� N ro F I• / 1 z ENCROACHMENT PERMIT AND /OR A / /�� P No F PLANNING ■ ENGINEERING ■ SURVEYING STREET IMPROVEMENT PLAN GRADING PERMIT HAS BEEN ISSUED. %N 2c 1 1� ' ? z Three Hughes ■ Irvine, CA 92618 • PH: (949) 583.1010 = FX: (949) 583.0759 79 o THE NT of HWY 7s AND ANZ ROAD, .5 MILES NORT ON ANZA ROAD 111311 a j NO. 45702 m l I �- w NO. 24068 m TO THE /NT. OF ANZA ROAD AND DE PORTOLA ROAD AT THE NW CORNER SCHEDULE zZ \ The private engineer signing these plans is responsible for a<auring the accuracy A�� I ®1 VP MP 5 w EXP. 12 31 08 m -Ez .12/31 07 a OF HE /NT. 49' W OF ANZA ROAD, 54' N. OF DE PORTOLA ROAD Z TITLE SHEET OF SHTS. W ¢ t / y a� ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE a / METER BOXE COR SW OF GTE CABLE BOX, SET FlBERGLASS W G ONG . ATER Z and acceptability of the design hereon. In the event of dis•.epancies arising after 0 JJ 10107 APPeD LATERALS A - 5 r H_2 ¢H_3 51f75. F3 I $ OS l s / sf. �P PREPARED BY: 24068 county approval or during construction, the private engineer shall be responsible 1 9 P / / 4 i L R.C.E. N0. __ 1' N ORTHWEST of MONUMENT COUNTY W for determining an acceptable solution or revising the plans for approval by MARK BY DATE APPR. D TE i \\ r CIVIL C I v Fo��% / FOF Foy FOR: W. m the county. REVISIONS \��\ _ 0 cALI O.: p Y ENGINEER COUNTY d0'S ' �e ® SCALE: PAUBA RIDGE, LLC 3213 -1 FILE N0. RECOMMENDED BY: BUREAU VERITA DATE UGLAS NYDER D T H: V: d p cZ 3 PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 10:11:10 AM FILE: F: \0115 \Engineering \TR 32982 \Imp -street \SHT- 01.dwg WEST EAST WEST EAST R / W 56' TO 96' R / W R / W 56' TO 96' R / W l e 10' 10' 36' TO 76' 10' 10' 10' 1 1 10' 11 36' TO 76' I LI 10' 1 1 10' 2 18' TO 38' 18' TO 38' f ` 1 2 2 18' TO 38' 18' TO 38' ; a 2 = VARIES 2% pp �A 1 s' > --NA _Vg I —h N 2% VAR/ESPAVED RO VARIES VARIES 2% I, •�� NATURAL = 2% PAVED ROAD TURALI' L ^v 2 — 2 2 .'NATURAL ) 2 ARURAL 1 6` CURB ,/ 6" CURB i w s�rs i / s '.._� SwidkE /'� I' (W QUALITY r' (WATER QUALITY (WATER QUALITY ENTRANCES EASEMENT) (WATER QUALITY ENTRANCE EASEMENT) EASEMENT) f EASEMENT) '. ` r2ock. La�,� Rom LINES iZoc k t wCD 2 Sw *�� cl� (,rr��® s w�►c KNOLL VISTA STREET °� J ARBOR GLEN COURT S ^" PRIVATE" PRIVATE T1 =5.5 �. T1 =5.5 0.25' AC OVER 0.50' AB '" 025' AC OVER 0.50' AB N.T.S. N.T.S. WEST EAST WEST EAST R/W 56' R/W R / W 56' R/W 10' 10' 36' 10' 10' 10' 10' 36' 10' 10' 18' 18' 18' 18' 2 2 -0.36' 0.00' 2% -0.36' tr do ® \.. 1 �` -0.36' 0.00' -0.36' ® 1 ® 2% 2% PAVED ROAD 2% I `� �-�" �:. �N 1 2% 2% PAVED ROAD' 2% 2% p o Cj 2 ARURAL NATURALI - 2 2 - - A7URAL NATURAIE _ 2 WITHOUT AC DIKE WITHOUT AC DIKE t � 1 WITHOUT AC DIKED � ; (STA. 17 +25 TO 20 +74.82) (STA. 17 +25 TO 20+78.8) C3,4AY (STA. 4 +839 TO 24 +68.31) - WITHOUT AC DIKE (WATER QUALITY ', .Z 't>� 9E tE (STA. 5 +3326 TO 24 #72.68 BRA'Sr EASEMENT _ +a 1 T)ALITY (WATEASEEMEN) A�` EAS£ EN � ALITY L "ter ® ' KNOLL VISTA STREET �° �'^'�® �`"' cra ARBOR GLEN COURT ; � ® i�x SvvAt.� cy � e.tC L.anre® INr- IL- rotorrau ? PRIVATE `NFL* PRIVATE 5 'rkE/�cti p�R. t Z 25' AC OVER a50' AB - "' � � ®�,c, "6 " T1 PCTA I L. 6 0 O VER �, SHr �, �9� Jam 025' AC OVER 0.50' AB N.T.S. �} a_1 N.T.S. p'P 'wJ L- 'WEST EAST ,, WEST EAST R/W 56` R/W R/W 56' R/W 10' 10' 36' 10' 10' 10' 10' 36' 10' 10' 6' 18' 18' 1 6' 6' 18' 18' 6' -' 1 Z: 1 MAX. - ." ` 2% —0.36' 0.00' —0.36' Z 1 MAX. 1 1 2: 1 MAX. z: X? ] (— f 29 —0.36' 0.00' —0.36' �� °p 2% PAVED ROAD 2% Z% 10 ®® L 2 2 °� —� 2% PAVED ROAD' 2% A ?% ° O TURAL MURAL ,..- -.... � l�1 „ � � NA7URA NATURAL < pj � r 2 'I �� 1 y AC DIKE AC DIKE I 1 J AC DIKE AC D /KE ice)' STA. 1 +50.76 TO 17 +25) (STA. 1 +425T0 17 +25 R*.�SY \��_� = STA. 1 +00 TO 3 +84.68 ( ) (STA. 1+00 TO(5 +33.2 SYTE (WATER QUALITY �''c.. (WATER QUALITY (WA TER QUALITY ''> "" i � .i" (WA EAS Q UA LI TY EMENT) - 1 r EASEMENT) I ASEMENT)� % EASMENT) �� ® 1 KNOLL VISTA STREET r r sw �`" LrN�® z ARBOR GLEN COURT ev �rcr��+rr oroa PRIVATE tF 5 Ivor IN T 1Pt ®ems Svr�� . � cN T1 =5.5 T"rs cH P61e PRIVATE _r. / T1 =5.5 s 7 025 AC OVER 0.50' AB N \\ oCrn I e, r SHr 21 025' AC OVER 0.50' AB ° 1 r N.T.S. k ) N.T.S. ESTIMATE OF QUANTITIES NO. DESCRIPTION STREET CONSTRUCTION NOTES QUANTITIES IDE C .F.C. EXIST. NORTH I PROJECT SITE R1W 94' 44' 32' 2 8 —� OULD R ' % 6 0.00' —L AVED ROAD 2% 2 1� WITHOUT AC DIKE (STA. 45 +36.32 TO 48 +4799) AC DIKE PAUBA ROAD STA 45 +60 - 72 +50 TI =8S 0.43' AC OVER 0S0' AB N.T.S. WEST EAST R/W 96' R/W 10' 10' 76' 1 10' 38' 5 J81 2 . 1 1 w p � VARIES VARIES 2% f `� �j• N � �� F••�d PAVED ROA ' NATURAL. 2 2% I 2 ATURAL ] � 6" CURB (WATER QU W ENTRANCES ( R QUALITY EASEMENT) f E AASSSEE MEN T) VALENCIA WAY W"*l PRIVATE �J T1 =5S 025' AC OVER a50' AB N.T.S. WEST EAST R / W VARIES 61.2' TO 96' R / W 10' 10' VARIES 41.2' TO 76" 1 1 10' VARIES VARIES 2 4 20.6' TO 38' 20.6' TO 38' : ' .. ` 2 VARIES PAVED' ROAD VARIES 29 2 NATURAL NA7UR�L_ 2 r (WA TER QUALITY ", (WA TER QUALITY }_ -- I EASEMENT) ' '' EASEMENT) ` u woow VALENCIA WAY L«1s® SW PRIVATE T1 =5.5 DIAL TWO WORKING ' 025 AC ov oso' AB STONE GRADATION BEFORE DAYS BEFORE N.T.S. ` YOU DIG YOU DIG r.9a5 ws TOLL FREE 1- 800 - 227 -2600 ANDREW .T ANN DATe A PUBLIC SERVICE BY TYPICAL ST TI �:' OMEGA E�IiI NE7EP II�� UNDERGROUND SERVICE ALERT NO SCALE > /�\ -J VIEVJ(aI1>6E AVE STE. F3 SAN ®IE®, CA 9212 .Ca 3 SOU TH R/W 18' 8' 10' 2 2% 2 �1 OG TRAIL (6" THICK) a r\ O g co 0 w W_ E Z Li 0 Adamb min L AND W PER PLAN FINISHED OR EXIST. SURFACE U • O O P ROP OSED OR EXIST. DRAINAGE STRUCTURE FILTER FABRIC PER SOILS ENGINEER RECOMMENDA77ON 84 RIP RAP DETAIL N.T.S. RIP STORM DRAIN CONSTRUCTION NOTES 112, 6 -8, 10 -13 1 01AL I UN. 80 INST. 18 R.C.P. SEE PROFILE FOR D —LOAD RIP RAP #5 1747 L.F. 81 1 INST. 24 R.C.P. SEE PROFILE FOR D —LOAD SIZE 1372 L.F. 1 82 1 INST. 30 R.C.P. SEE PROFILE FOR O —LOAD LARGER 69 L.F. P7 1 ('(IAI�T wrAnwAI 1 P1-R PAI —TRANS CTn PI AN nodR 0— 5 id FA IDE C .F.C. EXIST. NORTH I PROJECT SITE R1W 94' 44' 32' 2 8 —� OULD R ' % 6 0.00' —L AVED ROAD 2% 2 1� WITHOUT AC DIKE (STA. 45 +36.32 TO 48 +4799) AC DIKE PAUBA ROAD STA 45 +60 - 72 +50 TI =8S 0.43' AC OVER 0S0' AB N.T.S. WEST EAST R/W 96' R/W 10' 10' 76' 1 10' 38' 5 J81 2 . 1 1 w p � VARIES VARIES 2% f `� �j• N � �� F••�d PAVED ROA ' NATURAL. 2 2% I 2 ATURAL ] � 6" CURB (WATER QU W ENTRANCES ( R QUALITY EASEMENT) f E AASSSEE MEN T) VALENCIA WAY W"*l PRIVATE �J T1 =5S 025' AC OVER a50' AB N.T.S. WEST EAST R / W VARIES 61.2' TO 96' R / W 10' 10' VARIES 41.2' TO 76" 1 1 10' VARIES VARIES 2 4 20.6' TO 38' 20.6' TO 38' : ' .. ` 2 VARIES PAVED' ROAD VARIES 29 2 NATURAL NA7UR�L_ 2 r (WA TER QUALITY ", (WA TER QUALITY }_ -- I EASEMENT) ' '' EASEMENT) ` u woow VALENCIA WAY L«1s® SW PRIVATE T1 =5.5 DIAL TWO WORKING ' 025 AC ov oso' AB STONE GRADATION BEFORE DAYS BEFORE N.T.S. ` YOU DIG YOU DIG r.9a5 ws TOLL FREE 1- 800 - 227 -2600 ANDREW .T ANN DATe A PUBLIC SERVICE BY TYPICAL ST TI �:' OMEGA E�IiI NE7EP II�� UNDERGROUND SERVICE ALERT NO SCALE > /�\ -J VIEVJ(aI1>6E AVE STE. F3 SAN ®IE®, CA 9212 .Ca 3 SOU TH R/W 18' 8' 10' 2 2% 2 �1 OG TRAIL (6" THICK) a r\ O g co 0 w W_ E Z Li 0 Adamb min L AND W PER PLAN FINISHED OR EXIST. SURFACE U • O O P ROP OSED OR EXIST. DRAINAGE STRUCTURE FILTER FABRIC PER SOILS ENGINEER RECOMMENDA77ON 84 RIP RAP DETAIL N.T.S. RIP RAP f1 RIP RAP 112, 6 -8, 10 -13 RIP RAP #3 RIP RAP #4 RIP RAP #5 RIP RAP 9 RIP RAP # 14 SIZE % LARGER SIZE % LARGER 31ZE % LARGER SIZE % LARGER SIZE % LARGER SIZE % LARGER SIZE % LARGER 1 /2TON 0— 5 100# 0— 5 200# 0— 5 300# 0— 5 1 TON 0— 5 300# 0— 5 1/4 TON 0— 5 1 /4TON 50 — IOG 50# 50 — 100 100# 50 — 100 150# 50 — 100 1/2 TON 50 — 100 150# 50 — 100 300# 50 — 100 200# 95 — 100 25# 95 — 100 50# 95 — 100 75# 95 — 100 1 4 TON 95 — 100 75# 95 — 100 150# 95 — 100 THICKNESS = 32" 1 THICKNESS = 15" ITHICKNESS = 18" 1 THICKNESS = 23" THICKNESS = 41" ITHICKNESS = 27" ITHICKNESS = 27" CUTOFF DEPTH =1011 CUTOFF DEPTH = 6' ICUTOFF DEPTH = 8' CUTOFF DEPTH = 8 'CUTOFF DEPTH =10' CUTOFF DEPTH =10' CUTOFF DEPTH —10' SEAL - COUNTY SEAL - ENGINEER NOTE COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS �� \� TRANSPORTATION DEPARTMENT �opESS HUN SAKE R & ASSOCIATES = � SHALL NOT COMMENCE UNTIL AN i �a \ APPROVED BY: oFESSI \\ �°Q SN, ' I R V I IV E I N C ENCROACHMENT PERMIT AND /OR A /� %° P N� FRF <F�l h �� °o o o PLANNING ENGINEERING SURVEYING GRADING PERMIT HAS BEEN ISSUED. %� y� III y Three Hughes • Irvine, CA 92618 • PH: (949) 5834010 FX: (949) 583-0759 B N0. 45702 m % agoow - w NO. 24068 m The private engineer signing these plans is responsible for assuring the accuracy f1 O ExP. 12/31/08 z� ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE Exp. 12/31/07 z and acceptability of the design hereon. In the event of discrepancies arising after �� r6d (ZgV �r� LT Q la II m \ Ir j s� �P PREPARED R.C.E. N0. 24068 county approval or during construction, the private engineer shall be responsible MARK BY DATE APPR. DATE Ik \AF CIV p0R 9r FO Ci viL FO�`� e® /Z for determining an acceptable solution or reusing the plans for approval by REVISIONS \\ of aAL 1 • /}? cAU /p O SCALE: the county. ENGINEER COUNTY \��— RECOMMENDED BY: BUREAU VERITAS DATE AUGLA3SNYDER D r � H: V: PLOTTED BY: Ben Etemadi rn U TRACT NO. 32982 I.P. NO. 060142 SHEET NO. COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN 2 a 0- QUANTITIES & STREET SECTIONS � '� z OF` Z FOR: W.O.: COUNTY t o l l m PAUBA RIDGE, LLC 3213 -1 FILE NO. 3 1, 2007 10:13:28 AM FILE: F: \0115\Engineering\TR- 32982\Imp— street\SHT- 02.dwg 0 BEARING /DELTA RADIUS LENGTH TANGENT 0 102 °2821" 25.00' 44.71' 31.13' Qe 94 0 06'38" 25.00' 41.06' 26.86' Qc 10 / 282.00' 51.29' 25.72' Q 10 300.00' 54.57' 27.36' Q 10 318.00' 57.84' 29.00' Q 100 0 08'23" 318.00' 555.79' 379.92' Qc 100 0 08'23" 300.00' 524.33' 358.41 ' 0" 100 0 08'23" 282.00' 492.87' 336.91 ' Di 26 1 '02" 518.00' 242.75' 123.65' 0 26 1 '02 500.00' 234.32' 119.35' 26 1 '02" 482.00' 225.88' 115.05' © 14 818.00' 208.73' 104.94' 14 800.00' 204.14' 102.63' N 14 782.00' 1 199.54' 100.32' - - - -- 0 24" RCP - w c, O W p , - - -� . - I h0° STORM DRAIN VERT.: 1 "= 8' Q SOP P S� o- °- \ LINE »D" 18„ \„ �� 16� F SEE SHEET 15 L \� SN 6 +00 w 00 0 0 / \ W y l SCALE: 1" = 40' p� / I i \ 10 0 I�`I x I � �� \ GRAPHIC SCALE ' Q P o I �\ :2 40 0 20 40 80 160 f ? 2 �p K 10 ESMT. TO PTO �\ 0 i0 IN ( IN FEET ) 00 150 ®\ k � j 0� P Orc 1 inch = 40 ft. 10 S p / 0 p X3 z \ 10 �x oo / � o y / G � 1 g PR G oa >a 2 fi 18" RCP �,, k k \ `. �2p, . ,5 " `/�' �� 5 , k rn� / J ` 1321. 2 (PEI VA TE 9 0 STORM DRAIN ` SN� LINE C „ �® R SEE SHEET 14 P / \ ,._ 1 15 24zo s kp0 FS 1.97 / `6xs 5�� v \ N, 1 r ) `L, / ° O o O / 31 � z \ �\\ \ I ,�� 4 ` z f � 52g k FS STREET CONSTRUCTION NOTES \ \ N [ \ UALERT \`E \ �� 1Q CONSTRUCT 0.25' A.C. W/ SEAL COAT OVER 0.50' MIN. A.B. •' \ (CLASS 2) PER TYPICAL SECTION ON SHEET 2. 33 \ �Qj ®® CONTT, 6" A.0 DIKE PER RIVERSIDE CO. STD. 212 Z \ DIAL \ 1; i 8.29 �s v INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 TWO WORKING \ . C r BEFORE DAYS BEFORE \,` s a 10 CONTT. A.C. OVERSIDE DRAIN PER RIVERSIDE CO. STD. 306 YOU DIG YOU DIG X °° �� TO HOA ESMT. It ti ®•� TOLL FREE 1- 800 - 227 -2600 \ � � 0 +99.90 KNOLL VISTA STRE = 4 +37.77 ARBOR GLEN COURT L_ ti I wv A PUBLIC SERVICE BY ` ° " �X UNDERGROUND SERVICE ALERT M NOTE: SEAL- COUNTY COUNTY OF RIVERSIDE SEAL- ENGINEER WORK CONTAINED WITHIN THESE PLANS - �� \\ TRANSPORTATION DEPARTMENT µOFESS/a HUN SAKE R & ASS SHALL NOT COMMENCE UNTIL AN ,iso 2R EFR f vat \ \� APPROVED BY: �� Jc�PS sN <� I R V I N E , I N C ENCROACHMENT PERMIT AND /OR A / /�` P� Nc F�l ti oa F Z PLANNING ■ ENGINEERING ■ SURVEYING GRADING PERMIT HAS BEEN ISSUED. 2c m Ili N Z Three Hughes • Irvine, CA 92618 • PH: (949) 583.1010 • FX. (949) 583.0759 Z NO. 45702 w NO. 24068 m The rivate engineer si nin these p lans is responsible for assuring the accura w M EXP. 12/31/08 % Exp. 12/31/07 z P 9 9 9 P P 9 y (� ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE and acceptability of the design hereon. In the event of discrepancies arising after I N / s Q 24 PREPARED 068 R.C.E. N0. county approval or during construction, the private engineer shall be responsible MARK BY DATE \yrf CAVIL o R��i / 9rF °1v APPR. DATE for determining an acceptable solution or revising the plans for approval by REVISIONS \ "aalf � � q OF CALI the county. ENGINEER COUNTY RECOMMENDED BY: BUREAU VERITAS DATE GLA SNYDER DATE U TRACT NO. 32982 I.P. NO. 060142 SHEET NO. R COUNTY OF RIVERSIDE o STREET IMPROVEMENT PLAN 3 a KNOLL VISTA STREET 2 Z z STA 1 +00.00 TO STA 12 +00.00 OF'- SHTS. 4 Z:z FOR: W.O.: COUNTY m j SCALE: PAUBA RIDGE, LLC 3213 -1 FILE NO. H: 1 V: 1,. =8, o PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 10:14:01 AM FILE: F: \0115\ Engineering \TR_ 32982 \Imp_street \SHT-- 03.dwg N 11 M �I g M " , =r �" �. J / UKM UKHIIV O CONST. 6' A.0 DIKE PER RIVERSIDE CO. STD. 212 LINE "B" 18 RCP STORM DRAIN g4 , _ 5O INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 SEE SHEET 14 SEE SHEET 13 I 1 20' S.D. EsMr. N ! 44' CONST. 6 TO 0" A.C. DIKE TRANSITION F s TO HOA o �c�v ` + w 1 !' 32 49+12.01 PAUBA ROAD STREET= Og CONST. 8" TO 0 CURB TRANSITION 10 CONST. A.C. OVERSIDE DRAIN PER RIVERSIDE CO. STD. 306 PROPOSED EP f +z + } 14 6, TD 8' w Z ° r 59 FS „ 10 cV �w w w ° N 74 CF SHOULDER *3 11 CONST. 6" CURB TYPE D PE� RIVERSIDE CO. STD. 204 , +Z z a LEI I 4 10 w ESMT C° °� ' - - - - - -- �o I 'I' °° ° J s �o ? o N ? w TO HCA O� + F 1 o -- _ - -� _ o + ;t, _ - - -- - - °� 4a5pp - - - - -- ,�O��so a g17° Ez2 19 00 . r , o 2 - E .„.... �. , _ _ -� . -� , 7 8 00 1 --- 0 . O SEE MEDIAN DETAI � N R M 40 0 20 40 80 1 _ _ _ _ 0 +00 I I Q72 00 B 1 3 00 s �rr O ti' '`. �' I ,� 2 � i '°- j 2i +0 -. -"' - 1 1 5 _ _ I-- _ ,�� D oo 6 2 .�0 ° � U �__< Q 9 - °- - -0 5 F w IN FEET W fl� - - - _ _ _ -� - . - - - - - - ° ._ -__ _ o 1 inch = 40 ft. LLJ Q -- O ' - - - - 18' RC - _ - a _ _� ©- - o s 1 .._. .� .�_ -.� w ® _ _� P STORM DRAIN I' 1 24" RC S _ _ _ _ - - -�- v - - - -� _ F - °� SEE SHEET 13 I � „ -1 P „ ® I �� . - a.. _ _ _. - - r _ _ - n I A R _ -- _ LINE - ° + 37 1 s L ', w o -- t Q EE SHEET 13 o w o 0 9 0 t o w `:. / ° 20 S. D. ESMT. o o ° � ci r g N I to Q + : f , w 1 p I TO HOA F U U + v +® . 34 N /2sn N�a Nom D w NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER TO> � S/ O oj 10,& A 5.7 � N ° o � o .'o (PRIVATE) KNOLL VISTA STREET MEDIAN DETAIL SCALE: 1":10' COUNTY OF RIVERSIDE �vQROFESS�o�y� TRANSPORTATION DEPARTMENT FR FN< F \ill APPROVED BY: P AL- COUNTY MEDIAN DATA TABLE / NO 45702 z ' NO. 24068 w EXP. 2/3 /0B m Exp. 12/31/07 ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE CVIL REVISIONS APPR. DATE `��\ \\, OF CA ` f O� o- �� OF ICAL f0 COUNTY RECOMMENDED BY: BUREAU VERITAS DATE PAU B AE R O A SEE CURVE DATA TABLE CURVE DATA TABLE 0 • • • r I� • BEARING /DELTA RADIUS LENGTH TANGENT Qi 90 0 10'20" 3.00' 4.72' 3.01 ' O 89 0 49'42" 3.00' 4.70' 2.99' Uc 00 0 28'50" 496.00' 4.16' 2.08' 0 00 0 29'09" 504.00' 4.27' 2.14' Os 90 3.00' 4.71' 3.00' O 180 0 00'00" 4.00' 12.57' - O 02 1 " 496.00' 19.84' 9.92' 0" 02 0 17'31" 504.00' 20.16' 10.08' / NO 45702 z ' NO. 24068 w EXP. 2/3 /0B m Exp. 12/31/07 ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE CVIL REVISIONS APPR. DATE `��\ \\, OF CA ` f O� o- �� OF ICAL f0 COUNTY RECOMMENDED BY: BUREAU VERITAS DATE PAU B AE R O A SEE CURVE DATA TABLE CURVE DATA TABLE 0 • • • r I� • Q BEARING /DELTA RADIUS LENGTH TANGENT 0 14 818.00' 208.73' 104.94' Qe 14 ° 37' 13" 800.00' 204.14' 102.63' Uc 14 ° 37' 13" 782.00' 199.54' 100.32' 0 20 0 33' 16" 982.00' 352.28' 178.06' 0 20 1000.00' 358.74' 181.32' O 20 6" 1018.00' 365.20' 184.58' Qc 18 0 45'58" 818.00' 267.92' 135.17' 0" 18 0 45'58" 800.00' 262.02' 132.20' Qi 18 0 45'58" 782.00' 256.13' 129.22' 0 10 0 29'52" 482.00' 88.31 ' 44.28' Q BEARING /DELTA RADIUS LENGTH TANGENT 0 16 500.00' 144.03' 72.52' o 10 518.00' 99.04' 49.67' 0 49 ° 46'48" 25.00' 21.72' 11.60' 0" 44 0 28'39" 25.00' 19.4 1 ' 10.22' QD 44 0 15'33" 38.00' 29.35' 15.45' Q 49 0 32'32" 38.00' 32.86' 17.54' �0 00 0 29'09" 462.00' 3.92' 1.96' 0 00 0 29'09" 538.00' 4.56' 2.28' �s 90 0 00'00" 25.00' 39.27' 25 00' TRACT NO. 32982 I.P. NO. 060142 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN KNOLL VISTA STREET STA 12 +00.00 TO STA 22 +03.02 FOR W O COUN ( 0 1 " =40' V: 1„ =g= PAUBA RIDGE, LLC 3213 -1 FILE NO. ° ct PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 10:14:58 AM FILE: F: \0115 \Engineering \TR_32982 \Im 5 ::� Cc 0) N U SHEET NO. 4 o OF ' 408 � SHTS. w ? W m COUN ( 0 1 " =40' V: 1„ =g= PAUBA RIDGE, LLC 3213 -1 FILE NO. ° ct PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 10:14:58 AM FILE: F: \0115 \Engineering \TR_32982 \Im 5 ::� 18" RCP STORM DRAIN LINE "E" 10 SEE SHEET 15 j 4' � 1 20' S.D. ES MT. TO HOA 1+00.00 RAD. PT. to - � a • CC KNOL VIS7A / S7- EE7- _2 _ SEE SHEET 3 1-1.50 cb(0� 00 -- 2foo�E3q �6 y x 5 N w ? o L A > N 55 °4649., r PROPOSED EP of .30 0 P s >�� Ql } 3 1 O - I- U Q S. �O 1 e s' 0 �� s {oo ��° O �� s BEG /N Ln o 0o m \ 0 0 O s l A.O OF - - - - - -- ------- - - - - -- i 10 - -- N _ °° - - - i -_ $ - -_ - - 10 2 _. a +oo M 20' S. D. ESMT. _--- _.__ -_ __ ,� N 42 °45'23" E � +oo 10 5 -- I--- - - - - � �� u� O to 00 �` v �,. O + 6 +00 - s t TO HOA � I - -�- _ 00 �' -rte Of I - - - -- - - - - -- 2 (b - - - CURVEDATfa ------- - - - -2e EFQRc- .. 0 BEARING /DELTA RADIUS LENGTH TANGENT VERT.: 207°35'52" 38.00' 137.68' 154.72' © 27 °35'46" 175.80' 84.67' 43.17' 27°35'51 " 110.00' 52.98' 27.02' 13 0 02'11" 318.00' 72.35' 36.33' LL- 14 0 10'08" 300.00' 74.19' 37.28' 14 0 10'08" 282.00' 69.74' 35.05' �c 102 °28'21 " 25.00' 44.71' 31.13' w 94 0 06'38" 25.00' 41.06' 26.86' 27 0 11'35" 300.00' 142.38' 72.56' Q 27 318.00' 150.93' 76.91 ' 0 09 0 26'02" 282.00' 46.43' 23.27' �i 18 1018.00' 323.67' 163.21 ' 0 18 °13'02" 1000.00' 317.95' 160.33' 0 18 0 13'02" 982.00' 312.23' 157.44' NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER (PRIVATE) I 1 = `FU I - CONST. VERT.: 1"= 8' n STREET NAME SIGN PER RIVERSIDE STD. 816 10 o� t A.C. OVERSIDE DRAIN PER RIVERSIDE CO. STD. 306 w LL- A z Z LLJ w 0 hGP�� GRAPHIC SCALE `t 20 40 80 160 (PRIVATE) JIrCCGI I.UIVJIrCUI.IIUIV CONSTRUCT 0.25' A.C. IVUICJ W/ SEAL COAT OVER 0.50' MIN. A.B. (CLASS 2) PER TYPICAL SECTION ON SHEET 2. �- CONST. 6" A.0 DIKE PER RIVERSIDE CO. STD. 212 55 - INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 10 CONST. A.C. OVERSIDE DRAIN PER RIVERSIDE CO. STD. 306 I SEAL - COUNTY COUNTY OF RIVERSIDE SEAL - ENGINEER i OFESS\� \\ TRANSPORTATION DEPARTMENT Q �OFESS / /�� QP PN FRFH \ \ \l APPROVED BY: X 4,0 J � \' pS SN N0. 45702 ® N0. 24068 w m _ . W EXP. 12/31/08 ^� - Exp. 12/31/07 1�a ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE II f� \P �� ST REVISIONS APPR. DATE i1 \ \��\ \\\\\` 1FO�� Io,� r 0'' 9rFOF CAL1Fa COUNTY RECOMMENDED BY: BUREAU VERITAS DATE HUNSAKER & ASSOCIATES I R V I N E I N C PLANNING ■ ENGINEERING ■ SURVEYING ►�:7 TRACT NO. 32982 I.P. NO. 060142 SHEET NO. COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN 5 °a g ARBOR GLEN COURT ZZ Z STA 1 +00.00 TO STA 11 +00.00 OF 4 ' SHTS. w Z� FOR: W.O.: COUNTY m V. 1 .. -8 , PAUBA RIDGE, LLC 3213 -1 FILE N0. o CL - - - - R:z BY: Ben Etemadi DATE: Oct. 01, 2007 10:16:12 AM FILE: F:\ 0115\ Engineering \TR_32982 \Imp - street \SHT- 05.dwg SCALE: H 1 " =40 ( IN FEET ) I inch = 40 ft. TOLL FREE 1 -800- 227 -2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0RF , TOLL FREE 1 -800- 227 -2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER F A (PRIVATE) STREET CONSTRUCTION NOTES �1 CONSTRUCT 0.25' A.C. W/ SEAL COAT OVER 0.50' A.B. (CLASS 2) PER TYPICAL SECTION ON SHEET 2. SEAL - COUNTY COUNTY OF RIVERSIDE SEAL - ENGINEER ��QRpFESS/0 TRANSPORTATION DEPARTMENT o Q�pPSSS��h FR N !\ \ \, APPROVED BY: �e� v ro ' � N0. 45702 m : w N0. 24068 W 08 31 12 EXP. m (� / / Aj ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE Exp. 12/31/07 TI N Q / 1 r REVISIONS APPR. DATE 1t \ \F o f VAL COUNTY O 4$ 9TF 0 F ' CAL 1 F 0 C \��_ RECOMMENDED BY: BUREAU VERITAS DATE HUNSAKER & ASSOCIATES I R V I N E I N C PLANNING ■ ENGINEERING ■ SURVEYING Three Hughes ® Irvine, CA 92618 ® PH: (949) 583.1010 • FX (949) 583.0759 =09.111991 18 " ' �7Gj�`� � CURVE DATA R.C.E. N0. 24 68 �® ® SCALE: n F H: 27°22'58" 1400.00' 669.09' 341.06' ro RADIUS rn TANGENT Q 18 0 13'02" U 323.67' TRACT NO. 32982 I.P. NO. 060142 SHEET NO. 18 0 13'02" 1000.00' 317.95' o COUNTY OF RIVERSIDE 18 0 13'02" 982.00' 6 z STREET IMPROVEMENT PLAN 1382.00' g ' Q ARBOR GLEN COURT a 141.91 ' STA 11 +00.00 TO STA 21+90.84 OF 4 " SHTS. Z w 1418.00' 143.73' 71.93' z� FOR: W.O.: COUNTY 345.45' m PAUBA RIDGE, LLC 3213 -1 FILE NO. 27 °22'58" 1382.00' 660.49' 336.68' PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 11:37:00 AM FILE: F:\0115\Engineering\TR-32982\lmp—street\SHT-06.dwg BEARING /DELTA RADIUS LENGTH TANGENT Q 18 0 13'02" 1018.00' 323.67' 163.21' Qe 18 0 13'02" 1000.00' 317.95' 160.33' Qc 18 0 13'02" 982.00' 312.23' 157.44' 05 0 4827" 1382.00' 140.08' 70.10' Q 05 0 4827" 1400.00' 141.91 ' 71.01' Q 05 0 4827" 1418.00' 143.73' 71.93' Qc 27°22'58" 1418.00' 677.69' 345.45' I 27 °22'58" 1382.00' 660.49' 336.68' _ . --r -.x -<. t r ..<. -.. I . .I ...,.. s ,. - .,.,y. ,...I.,..___5 -- ^. =..t�,...< ..... : I n .. . , " m O _: 5 � Q 1. : , r .. .,.,. it T N H �. Ln N:.. N 41 r k- _ ,. ,.._ 'N'. - ,.. O cy7 r''7. : U, I. € a o--- r -� ,,..w °.....• `�.• :} I - , , :; + U » 1: I N 30 L 24 V � -r © I 18" RCP STORM DRAIN LINE "H" SEE SHEET 16 PROPOSED Q w i / , /O Fs y € p 0P\v EP s2 ti k . �p�P e _ _ o_ E - -- -- 4.04 N O A S __ �... rr �� cs _ ® _ � � cQ_ po 27xP O Z q 0 _ �ftr� 528.54 - - "J -- � 18 Ov Q z I / Q Q A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � � o `9 Ir .ly �sz Zo \ 25 +96.81 (K ARBOR GLEN COURT 61 +95.42 PAUBA ROAD c' k �C 0 Oy Q O PS�E � S F rno I c n f7CAAT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER (PRIVATE) 1 SEAL - COUNTY COUNTY OF RIVERSIDE SEAL - ENGINEER ��QROFESS \�� \\ TRANSPORTATION DEPARTMENT aQROPSS /oh FR \ �� APPROVED BY: �� o J� N r0 rn c ti N0. 45702 NO. 24068 W EXP. 12/31/08 m a % ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE Exp. 1 CIV APPR. DATE '1 � \ \ of C �Cli�� 9TF CAL1F REVISIONS \ \�� _ �- a � COUNTY RECOMMENDED BY: BUREAU VERITAS DATE ARBOR GLEN COURT MEDIAN DETAIL SCALE: I":10' HUNSAKER & ASSOCIATES ® I R V I N E , I N C PLANNING ® ENGINEERING ■ SURVEYING Three Hughes • Irvine, CA 92618 • PH: (949) 583.1010 • Fx (949) 583.0759 PREPARED R.C.E. I A I ,o I VERT.: 1" = 8' ' oI CURVE DATA TABLE Q STREET CONSTRUCTION NOTES LENGTH TANGENT CONSTRUCT 0.25' A.C. W/ SEAL COAT OVER 0.50' A.B. 282.00' (CLASS 2) PER TYPICAL SECTION ON SHEET 2. O CONST. CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209 Qc INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 161.43' CONST. 6" TO 0" A.C. DIKE TRANSITION 25.00' O CONST. 8" TO 0" CURB TRANSITION 44 0 24'02" 11 CONST. 6" CURB TYPE "D" PER RIVERSIDE CO. STD. 204 SEAL - COUNTY COUNTY OF RIVERSIDE SEAL - ENGINEER ��QROFESS \�� \\ TRANSPORTATION DEPARTMENT aQROPSS /oh FR \ �� APPROVED BY: �� o J� N r0 rn c ti N0. 45702 NO. 24068 W EXP. 12/31/08 m a % ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE Exp. 1 CIV APPR. DATE '1 � \ \ of C �Cli�� 9TF CAL1F REVISIONS \ \�� _ �- a � COUNTY RECOMMENDED BY: BUREAU VERITAS DATE ARBOR GLEN COURT MEDIAN DETAIL SCALE: I":10' HUNSAKER & ASSOCIATES ® I R V I N E , I N C PLANNING ® ENGINEERING ■ SURVEYING Three Hughes • Irvine, CA 92618 • PH: (949) 583.1010 • Fx (949) 583.0759 PREPARED R.C.E. I A I ,o I VERT.: 1" = 8' ' oI CURVE DATA TABLE Q BEARING /DELTA RADIUS LENGTH TANGENT 0 52 0 59'40" 282.00' 260.83' 140.58' O 57 300.00' 298.77' 163.09' Qc 53 0 49'42" 318.00' 298.76' 161.43' O 50 25.00' 21.9 1 ' 11.71' 44 0 24'02" 25.00' 1 19.37' 1 10.20' 46 0 08'50" 38.00' 30.61 ' 16.19' �c 47 ° 3759" 38.00' 31.59' 16.77' Q 90 0 00'00" 25.00' 39.27' 25.00' MEDIAN DATA TABLE o BEARING /DELTA RADIUS LENGTH TANGENT 0 90 3.00' 4.71' 3.00' O 180 0 00'00" 4.00' 12.57' - O3 03 °49'11" 296 ♦00' 19.73' 9.87' O 03 049'11" 1 304.00' 1 20.27' 1 10.14' ri C x W I%. Z Lil LLI Q d 0 U SHEET N0. 7 U I OZ ZZ° Qr W OF SHTS. z g ES • •• COUNTY /® SCALE: PAUBA RIDGE, LLC 3213 -1 FILE NO. DATE H: 1 = 40' V: 1' = o a 3� PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 11:02:15 AM FILE: F:\ 0115 \Engineering\TR- 32982 \Imp - street \SHT- 07.dwg TRACT NO. 32-9-8-2 I.P. NO. 060142 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN ARBOR GLEN COURT STA 21+90.84 TO STA 25 +96.81 FOR W 0 r ( IN FEET ) 1 inch = 40 ft. - +, JLL JI ILL I I V RADIUS LENGTH TANGENT Q 212 0 3722" 38.00' 141.02' 129.85' �e 59 0 57'52" 25.00' CONST. 6" TO 0" A.C. DIKE TRANSITION 14.42' W o 43 ° 39' 11 " � moo 15.22' 11 CONST. 6" CURB TYPE "D" PER RIVERSIDE CO. STD. 204 90 0 00'00" LO U 39.27' r o • P \c1VI� _ PREPARED ' B R.C.E. NO. 24068 + o 20 w U 1 C) 0 ^ w 2 +92.04 � VALENCIA WAY= MEDIAN DATA TABLE `- f j — C s 68 +29.21 (� PAUBA ROAD S 1 0 'r 21 ES MT, N 25 0 2 17 E s PROPOSED EP �- - j , rj ��°i • - - - -- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT \ �sa6 i Og 4 9 F5 23 =- 22 �m (PRIVATE) NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER REVISIONS iEE MEDIAN DETAIL UQY 19iP �ti�� ww� y . °z C D � w 0 h N Co APPR.IDATE COUNTY IMM PA O SEE SHEET 11 VALENCIA WAY MEDIAN DETAIL SCALE: I":10' Q BEARING /DELTA RADIUS LENGTH TANGENT Q 212 0 3722" 38.00' 141.02' 129.85' �e 59 0 57'52" 25.00' 26.16' 14.42' © 43 ° 39' 11 " 38.00' 28.95' 15.22' 90 0 00'00" 25.00' 39.27' 25.00' ( IN FEET ) BEARING /DELTA RADIUS LENGTH TANGENT TRACT NO. 32982 I.P. NO. 060142 90 0 00'00" 3.00' 4.71' 3.00' Q 180 0 00'00" 4.00' 12.57' OF SHTS. ( IN FEET ) 1 inch = 40 ft. :ENGINEER HUNSAKER & ASSOCIATES TRACT NO. 32982 I.P. NO. 060142 COUNTY OF RIVERSIDE J OFES51 ns SN < , I R V I N E , I N C F� PLANNING ■ ENGINEERING ® SURVEYING 4 & STREET IMPROVEMENT PLAN OF SHTS. Three Hughes - Irvine, CA 92618 • PH: (949) 5834010 • FX: (949) 583.0759 NO. 24068 Am VALENCIA WAY Exp. 12/31/07 A '. STA 1 +00.00 TO STA 2 +92.04 • P \c1VI� _ PREPARED ' B R.C.E. NO. 24068 LU Z w 0 w H f FOR: W.O.: COUNTY m s�TE� SCAL H. 1 ° =40' V: 1" =8, PAUBA RIDGE, LLC 3213 -1 FILE N0. a 3g PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 11:38:06 AM FILE: F:\ 0115\ Engineering \TR- 32982\Imp_ street \SHT- 08.dwg GRAPHIC SCALE U SHEET NO. 8 0 oz 4 & w OF SHTS. z w FOR: W.O.: COUNTY m s�TE� SCAL H. 1 ° =40' V: 1" =8, PAUBA RIDGE, LLC 3213 -1 FILE N0. a 3g PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 11:38:06 AM FILE: F:\ 0115\ Engineering \TR- 32982\Imp_ street \SHT- 08.dwg GRAPHIC SCALE 42 43 44 45 0 46 47 48 49 50 51 52 PROFILE SCALES zs /f/ �` Jai ' .. = ^� 1 / { _ — _ 8, 1 l*_, ' f d � i �J STREET CONSTRUCTION NOTES O a -. ^_ <Iri /j '",A` .� F ` � ' -,.,, h , '`. / � - � O 0 .. 's ` ✓:�/ r f � -_l .___. _ ____._ _ - -.. _.._..___. -- _..__ _. -} " , rt u. _ / = ,- -- - - 1�- CONSTRUCT 0.43' A.C. W/ SEAL COAT OVER A.B. n a� t ',`j r r _ -- 02 , 05,0 =. c / - m ,! _ 0.50' MIN. CLASS 2 ) PER TYPICAL SECTION ON SHEET 2. 927 - 050 -39 �^ r r F r _ a: cur emr esar 97� fl5fl - 4 - w ._ EXIST R/W "� - =m L , / %..: ,, ` - 1\11 - z1- 2Q CONST. 6 A.C. DIKE PER RIVERSIDE CO. STD. N0. 212 8" A.C. DIKE PER PAUBA ROAD IMP. PLAN MS 41 1,f L - - I I — -- EXIST. R/W - IX m +Z Lo �`L� a`L��` aN��,• A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER REVISIONS M VIA ' I- NT ��1� c ��9� ti d y � F � Imo ' I` Q� RADIUS LENGTH p O N 61 ° 38'33" W - 319.60' - O N 61 ° 38'33" W - 32.86' - N 28 0 46'02" W Q) p l i a 3 o W C.i o W U Wr6 6 hcV rj o Oi o: ��IN pm d V- Ci O 14- Ri r1j O Lr� - 00 cc 3.0' 3.0' 22.0' 15.0' 6.0' m w O.C. 1 O.C. O.C. DEPRESSION DETAIL FOR C. LOCAL DEPRESSION DETAIL FOR C.B. # 2 N. TS. SEE HEREON NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER REVISIONS M VIA ' I- NT ��1� c ��9� ti d y � F � Imo ' I` N.T.S. SEE HEREON SEAL - COUNTY COUNTY OF RIVERSIDE I ESS\D� \ \\ TRANSPORTATION DEPARTMENT �o P x- rRe <�yl APPROVED BY: c� NO. 45702 m r w EXP. 12/31/08 � j a / ALAN FRENCH R.C.E. 45702 EXP.: - 12/31/08 DATE APPR. DATE 'I �� \ \\F pp CAL\ / /// 7 W COUNTY \��' RECOMMENDED BY: BUREAU VERITAS DATE / V c ref W KNOLL VIS7A STREET SEE SHEET 4 = ' f J r6RM N ..._ o rE F ET 1 ' si +00 w rn � O w O ^ w� 13 8 PROP. R/W LO o 36 U_ cc Z Wm CURVE DATA 0 BEARING /DELTA RADIUS LENGTH TANGENT O N 61 ° 38'33" W - 319.60' - O N 61 ° 38'33" W - 32.86' - N 28 0 46'02" W - 24.64' - a 90 ° 00'00" 25.00' 39.27' 25 00' N O �U O p LO Ri r1j O Lr� - 00 cc 3.0' 22.0' 6.0' m w O.C. 1 O.C. O.C. LOCAL DEPRESSION DETAIL FOR C. B. # 1 N.T.S. SEE HEREON SEAL - COUNTY COUNTY OF RIVERSIDE I ESS\D� \ \\ TRANSPORTATION DEPARTMENT �o P x- rRe <�yl APPROVED BY: c� NO. 45702 m r w EXP. 12/31/08 � j a / ALAN FRENCH R.C.E. 45702 EXP.: - 12/31/08 DATE APPR. DATE 'I �� \ \\F pp CAL\ / /// 7 W COUNTY \��' RECOMMENDED BY: BUREAU VERITAS DATE / V c ref W KNOLL VIS7A STREET SEE SHEET 4 = ' f J r6RM N ..._ o rE F ET 1 ' si +00 w rn � O w O ^ w� 13 8 PROP. R/W LO o 36 U_ cc Z Wm CURVE DATA 0 BEARING /DELTA RADIUS LENGTH TANGENT O N 61 ° 38'33" W - 319.60' - O N 61 ° 38'33" W - 32.86' - N 28 0 46'02" W - 24.64' - a 90 ° 00'00" 25.00' 39.27' 25 00' CONST. CURB & GUTTER TYPE A -6 PER RIVERSIDE CO. STD. 200 ® INSTALL STREET NAME SIGN PER RIVERSIDE STD. 816 CONST. 8" TO 0" A.C. DIKE TRANSITION �- CONST. 10' WIDE 6" THICK D.G. TRAIL �- CONST. 8" TO 0" CURB TRANSITION - -- CONST. 8" AC DIKE PER RIVERSIDE COUNTY STD. 212 rr 4 ( IN FEET ) 1 inch = 40 ft. TRACT NO. 32982 I.P. NO. 060142 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN PAUBA ROAD STA 42 +00.00 TO STA 51 +50.00 G r U SHEET NO. FOR. W.O.: COUNTY m el V 1 ° =40' ' PAUBA RIDGE, LLC 3213 -1 FILE N0. o : 1" =8 0:: PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 11:42:48 AM FILE: F:\ 0115 \Engineering \TR - 32982 \Imp -st 3� a et \SHT- 09.dwg U I �Z Z Z W OF SHTS. Cr2 W zW FOR. W.O.: COUNTY m el V 1 ° =40' ' PAUBA RIDGE, LLC 3213 -1 FILE N0. o : 1" =8 0:: PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 11:42:48 AM FILE: F:\ 0115 \Engineering \TR - 32982 \Imp -st 3� a et \SHT- 09.dwg _r m_ , _ s n 0 iJ >- ,36 T T -� -- � - -- `1x.37 PROP. R PRO eb" EX. AM A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LLJ } NOTES 927 05C1�'4; 0.43' A.C. W/ SEAL COAT OVER A.B 0.50' MIN. (CLASS 2) PER TYPICAL SECTION ON SHEET 2 88 — CONST. 10' WIDE 6" THICK D.G. TRAIL 13 CONST. r PER RIVERSIDE CO. STD. NO. 212 S-- CONST. CURB OUTLET PER RIVERSIDE CO. STD. 309. I 0i Ft f= 3 4 r'; an .' C ; 52 +011 z w0- =^ ® -- 2:1 Ln ,36 T T -� -- � - -- `1x.37 PROP. R PRO eb" EX. AM A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER COUNTY OF RIVERSIDE REVISIONS APPR. I DATE COUNTY STREET CONSTRUCTION NOTES CONSTRUCT 0.43' A.C. W/ SEAL COAT OVER A.B 0.50' MIN. (CLASS 2) PER TYPICAL SECTION ON SHEET 2 88 — CONST. 10' WIDE 6" THICK D.G. TRAIL 13 CONST. 8" A.C. DIKE PER RIVERSIDE CO. STD. NO. 212 S-- CONST. CURB OUTLET PER RIVERSIDE CO. STD. 309. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER COUNTY OF RIVERSIDE REVISIONS APPR. I DATE COUNTY �.= Q �oFtssla q� �o P�PN FRf N � C F c l � � N0. 45702 m � EXP. 12/31/08 � ON V - - , I- — — 'Tr � o ^0 Of W U— F Z W W Q ( IN FEET ) 1 inch = 40 ft. TRACT NO. 32982 I.P. NO. 060142 SHEET NO. COUNTY OF RIVERSIDE 10 STREET IMPROVEMENT PLAN PAURA ROAD 2 STA 51 +50.00 TO STA 61 +00.00 of SHTS. FOR: W. 0.: COUNTY PAUBA RIDGE, LLC 3213 -1 FILE NO. V: 3 BY: Ben Etemadi DATE: Oct. 01, 2007 11:44:47 AM FILE: F: \0115\ Engineering \TR - 32982 \Imp — street \SHT- 10.dwg , EX' PVT. DIRT; Dim > rr�.J %' ~ + I 0i Ft 4 r'; an .' 55 +nn IN 64 ° 30'43" W7 57 +00 �.= Q �oFtssla q� �o P�PN FRf N � C F c l � � N0. 45702 m � EXP. 12/31/08 � ON V - - , I- — — 'Tr � o ^0 Of W U— F Z W W Q ( IN FEET ) 1 inch = 40 ft. TRACT NO. 32982 I.P. NO. 060142 SHEET NO. COUNTY OF RIVERSIDE 10 STREET IMPROVEMENT PLAN PAURA ROAD 2 STA 51 +50.00 TO STA 61 +00.00 of SHTS. FOR: W. 0.: COUNTY PAUBA RIDGE, LLC 3213 -1 FILE NO. V: 3 BY: Ben Etemadi DATE: Oct. 01, 2007 11:44:47 AM FILE: F: \0115\ Engineering \TR - 32982 \Imp — street \SHT- 10.dwg ARBOR GLEN COUR i SEE SHEET 7 l ` J C ('J CONST. 8" TO 0" A.C. DIKE TRANSITION I TWO WORKING ��_ 10' WIDE 6" THICK D.G. TRAIL I DAYS BEFORE O CONST. 8" TO 0" CURB TRANSITION YOU DIG 13 CONST. 8" A.C. DIKE PER RIVERSIDE CO. STD. NO. 212 — 800 - 227 -2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER STREET CONSTRUCTION NOTES O1 — CONSTRUCT 0.43' A.C. W/ SEAL COAT OVER A.B P 7 0.50' MIN. (CLASS 2) PER TYPICAL SECTION ON SHEET 2 CONST. CONCRETE CROSS GUTTER PER RIVERSIDE CO. STD. 209 1 INSTALL STREET NAME SIGN PER RIVERSIDE STD 816 __.._ ___.... COUNTY OF RIVERSIDE OFESS\�� TRANSPORTATION DEPARTMENT Q �OFEss, ah FRP q�`1 APPROVED BY: � o SN1 p N0. 45702 m w NO. 24068 EXP. 12/31/08 ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE Ezp. 12/31/07 REVISIONS APPR. DATE I ��F aF CA�NEO��' // / ® • ®7 9TF F CAL F COUNTY \ RECOMMENDED BY: BUREAU VERITAS DATE HUNSAKER & ASSOCIATES 01 I R V I N E I N C PLANNING ENGINEERING ■ SURVEYING Three Hughes • Irvine, CA 92618 • PH: (949) 583.1010 • FX. (949) 583.0759 Y� 1.: .�/ i� f ii E ( IN FEET ) 09 0 04'59" 3968.00' 629.05' 315.19' 1 inch = 40 ft. TRACT NO. 32982 I.P. NO. 060142 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN PAUBA ROAD STA 61 +00.00 TO STA 72 +00.00 FOR W 0 L a; 4: 'i ►■ ►• 1 11 BEARING /DELTA RADIUS LENGTH TANGENT �z 90 0 00'00" 25.00' 39.27' 25.00' O 10 0 42'09" 4000 00' 747.18' J74.68' 0 HUNSAKER & ASSOCIATES 01 I R V I N E I N C PLANNING ENGINEERING ■ SURVEYING Three Hughes • Irvine, CA 92618 • PH: (949) 583.1010 • FX. (949) 583.0759 Y� 1.: .�/ i� f ii E ( IN FEET ) 09 0 04'59" 3968.00' 629.05' 315.19' 1 inch = 40 ft. TRACT NO. 32982 I.P. NO. 060142 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN PAUBA ROAD STA 61 +00.00 TO STA 72 +00.00 FOR W 0 L a; 4: 'i ►■ ►• 1 11 v l o 2 2 �z OF 4 ' 8 � SHTS. W ?W SCALE: _ COUNTY m PAUBA RIDGE, LLC 3213 -1 FILE NO. n- PLOTTED BY: Ben Etemadi DATE: Oct. 04, 2007 04:13:34 PM FILE: F:\O115\Engineering\TR- 32982\Im :et\SHT -1 1.dwg 72 73 74 75 76 77 78 79 80 CURVE DATA fi fi� / FORE , TOLL FREE 1- 800 - 227 -2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT THE EXISTING VERTICAL CURVE BETWEEN STA. 68 +00 TO 77 +00 SUPPORTS 35 MI. /HR. SPEED ONLY AND IT WAS REVISED USING A 950' VERTICAL CURVE TO PROVIDE 40 MI. /HR. DESIGN SPEED AT THE REQUEST OF RCTD. (SEE FURTHER JUSTIFICATION PER THE LETTER IN FILE DATED OCTOBER 1, 2007) NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptobility of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER LINDA ROSEA ROAD —�"` - -- COUNTY OF RIVERSIDE ES TRANSPORTATION DEPARTMENT 'Y9 / /�QRpF 1p\\\ FRF < \\ APPROVED BY: N0. 45702 m 1� w 1 - o 7 w EXP. 12 31 08 m 11 y / ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE 1 1. �Q'/ REVISIONS APPR. DATE t ` \ \ \\ \" 1 FO `��/ ®� COUNTY RECOMMENDED BY: BUREAU VERITAS DATE NO. 24068 Exp. 12/31/07 \cIv1 Q STREET CONSTRUCTION NOTES 11 — CONSTRUCT 0 0.43' A.C. W/ SEAL_ COAT OVER A.B 0.50' MIN. (CLASS 2) PER TYPICAL SECTION ON SHEET2 4000.00' CONST. 10' WIDE 6" THICK D.G. TRAIL U 12 CONST. AC RESIDENTIAL DRIVEWAY WITH AC DIKE PER RIVERSIDE CO. STD. 206 13 CONST. 8" A.C. DIKE PER RIVERSIDE CO. STD. NO. 212 CURVE DATA fi fi� / FORE , TOLL FREE 1- 800 - 227 -2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT THE EXISTING VERTICAL CURVE BETWEEN STA. 68 +00 TO 77 +00 SUPPORTS 35 MI. /HR. SPEED ONLY AND IT WAS REVISED USING A 950' VERTICAL CURVE TO PROVIDE 40 MI. /HR. DESIGN SPEED AT THE REQUEST OF RCTD. (SEE FURTHER JUSTIFICATION PER THE LETTER IN FILE DATED OCTOBER 1, 2007) NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptobility of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER LINDA ROSEA ROAD —�"` - -- COUNTY OF RIVERSIDE ES TRANSPORTATION DEPARTMENT 'Y9 / /�QRpF 1p\\\ FRF < \\ APPROVED BY: N0. 45702 m 1� w 1 - o 7 w EXP. 12 31 08 m 11 y / ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE 1 1. �Q'/ REVISIONS APPR. DATE t ` \ \ \\ \" 1 FO `��/ ®� COUNTY RECOMMENDED BY: BUREAU VERITAS DATE NO. 24068 Exp. 12/31/07 \cIv1 Q BEARING /DELTA RADIUS LENGTH TANGENT 0 10 0 42'09" 4000.00' 747.18' 374.68' Qe 09 0 04'59" 3968.00' 629.05' 315.19' Qc N 81'53'15" W — 26.27' — Q N 59 0 29'56" W — 92.98' — N 59 0 29'56" W — 398.50' — EXIST. 24" C.S.P. HUNSAKER & ASSOCIATES ® I R V I N E , I N C PLANNING ■ ENGINEERING ■ SURVEYING Three Hughes • Irvine, CA 92618 • PH: (949) 583.1010 • FX: (949) 583-0759 PLOTTED BY: Ben AA a 7 PROFILE SCALES n HORIZ.: 1" = 40' VERT.: 1"= 8' n o ri ( IN FEET ) 1 inch = 40 ft. TRACT NO. 32982 I.P. NO. 060142 SHEET NO. COUNTY OF RIVERSIDE o STREET IMPROVEMENT PLAN 12 o PAUBA ROAD Z Z z STA 72 +00.00 TO STA 80 +00.00 OF 4'8" SHTS. z 4 FOR: W.O.: COUNTY m C PAUBA RIDGE, LLC 3213 -1 FILE NO a 3a DATE: Oct. 04, 2007 04:14:32 PM FILE: F: \0115\Engineering\TR- 32982\Imp— street\SHT- 12.dwg 70N STRUCTIIRF nATA JS NO. CONSTRUCTION NOTES C D 80 INST 18 R.C.P. (SEE PROFILE FOR D —LOAD) L ELEV. R 81 INST. 24" R.C.P. (SEE PROFILE FOR D —LOAD) 18" 2.85' 24' 82 INST. 30" R.C.P. (SEE PROFILE FOR D —LOAD) 2.60' 1483.61 83 CONST. H L —TRANS STD. PLAN D94B 24" 84 P —RAP PER DETA/ 2.44' 1473.56 1473.38 C.F.C. & D. STD. DWG. NO. JS 227 CONST M.H. NO. 1' PER R.C.F.C. & W. STD. DWG. NO. MH 251 87 CONST GRATING CATCH BASIN PER DET ON SHT. 18 89 CONST CURB INLET PER RIVERSIDE )CO. D. 300 & 311 92 INSTALL TRASH RACK (INCLINED) PER A STANDARD CURVE DAT BEARING /DELTA RADIUS LENGTH TANGENT O 30 °23'05" 22.5 11.93' 6.11' O2 11 0 03' 12" 5 98.00' 49.75' 460 90 °00'00" 50' 35.34' 22.50' °00'00" 22.50' 23.56' 12.99' 70N STRUCTIIRF nATA JS NO. A C D E F G L ELEV. R ELEV. S 1 60 0 00'00" 18" 2.85' 24' 1.90' 0.60' 0.73' 2.60' 1483.61 1483.43 2 67 18" 2.59' 24" 1.64' 0.59' 0.73' 2.44' 1473.56 1473.38 TOLL FREE 1 -800- 227 -2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER REVISIONS SEAL - COUNTY / z c� P�PN r RFN�< Fill c NO. 45702 Z m l� EXP. 12/31/08 z A DA TE C IL COI U `\� \�� \ RECOMMENDED BY: BUREAU VERITAS C 1 � r ,r o; i LIJ E F- 2- LIJ Lil Q VT RoFESSj HUNSAKER & ASSOCIATES OO Sry . I R v I N E , I N c COU SCHEDULE "A ll 13 m' o .p o PLANNING ® ENGINEERING SURVEYING SEE SHEET NO. 1 O Z Three Hughes • Irvine, CA 92618 PH: (949) 583.1010 ° Esc: (949) 583m59 STORM DRAIN IMPROVEMENT PLAN w N0. 24068 m LINES "A" "A -1" "A -2" "A -3" "A -4" ZZ 9 DATE � Exp. 12/31/07 ;a OF SHTS. !� V) sT c PREPARED R.C.E. N0. 24068 , ® 9 r F civic oRA FOR: W. 0.: COUNTY N IQ--01 °F CAl 1 F SCALE: PAUBA RIDGE, LLC 3213 -1 DATE UGLAS NYDER D TE H: AS SHOWN V AS SHOWN FILE N0. O 3 v1 PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 12:20:34 PM FILE: F:\ 0115\ Engineering \TR_ - 32982 \Imp_Storm \SHT- 13.dwg O BERG /DELTA RADIUS LENGTH TANGENT Q - 30 °23'05 22.50' 11.93' 6.11 ' ELEV. S 11 508.00' 98.00' 49.15' O 90 0 00'00" 22.50' 35.34' 22.50' O 60 0 00'00 ° 22.50' 23.56' 12.99' 5 41 ° 8'47" 22.50' 16.29' 8.52' r - f Vl r N °3 1 44" w �= 60 ' RIP -RAP # 1 s� l ., LINE. "A -1" _ r >� o 81 JUNCTION STRUCTURE DATA ` s4 �N66 55_;33" . 8 � 3 82 N M -60 O 00 v 00 7 +71.02 U A 7 O t +00 -00 tI A -4° = ' RIF RAP # 10 F +00 00 LINE "A-�3 JS " A B C D E F G L ELEV. R ELEV. S 1 60 0 00'00" 18" 2.85' 24" 1.90' 0.60' 0.73' 2.60' 1483.61 1483.43 2 67 0 06'39" 18" 2.59' 24' 1.64' 0.59' 0.73' 2.44' 1473.56 1473.38 86 1 +71.9D y INLET �4 � � r - 2D SD ESMT. TO H`OA _ _148 ,� T.G - f 1 +1& 9 LINE 'A IN�iVTFAri�t _R T ■ - 7479.71 INV. _ 1 +OO.T10 LINE "A -4" RStte1 �n L o ! �� r. _ - A{JNNfJ, EkfV. _148406 17.1`1 9 TR1 ! + AI•I 20' ESMT .._. 1.S N0. 2 H5 e - .�.(��`I(.. - r r i Vie: O i� a �ry M DIAL .. - ,.. rioN TkFFI�lCH _ rwo woRKwc Ito z r! F BEFORE DAYS BEFORE w g /r, _ /. L �' '�'°"� f ( X ' 1.7 �� (3 z __ LINE _A 4, l jg> ,_ N 36.4 w. HIC YOU DIG You DIG sD _ ',. ;' GRAP SCAT. o jar �/ - :- 66 °16 AP 5W = N 80 437 E / / AN DREW J KA NN DATE 4 0 20 40 80 160 v TOLL FREE 1- 800 - 227 -2600 87 OME6�A ENGINEERING MAINTAINED BY HOA A PUBLIC SERVICE BY MA 1483.80 T.G. a INTAINED BY HOA Y f 1478.35 INV. 4340 q I E W PL1 DGE AVE STE B ( IN FEET SD ESMT. TO HOA POND. ELEV. 1484.47 ti cS/ N D1E4® CA 42 1 23 1 inch = 40 ft. Z UNDERGROUND SERVICE ALERT °"�. -� , ' t CL N OTE: SEAL - COUNTY COUNTY OF RIVERSIDE SEAL `; EER BENCHMARK: TRACT NO. 32982 I.P. NO. 060142 SHEET N0. - HUNSAKER & ASSOCIATES z WORK CONTAINED WITHIN THESE PLANS —= �� \� TRANSPO`TATION DEPARTMENT Q �of ESSro� COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN ° ° "v��\ APPROVED BY: ��o�PS sMy <� I R V I N E , i N C SCHEDULE „ A „ 1 3 A m ENCROACrIbiENT PERMIT AND /OR A / /��° Pte" R `hc v F�1 a° F 2� PLANNING ENGINEERING SURVEYING SEE SHEET N0. 1 O GRADING PERMIT HAS BEEN ISSUED. ti 1 1 n a z Three Hughes a Irvine, CA 92618 • PH: (949) 583.1010 ® FX. (949) 583.0759 NO. 24068 STORM DRAIN IMPROVEMENT PLAN '' ® M n o n n n n" n n ri NO. 45702 m i A LINES A, A -1 , A -2 , A -3 , A -4 The private en nrrer signing these loos is responsible for assuring the accurac �, 19 ®DEL> 1naF' 1 Q / w ExP. 1z 31 oa m / Exp. 12/31/09 P 9 9 9 P P 9 y 1 �� a / / % ALAN FRENCH R.C.E. 45702 EXP.: 12/31 /O8 DATE OF � SHTS. I c and acceptability of the design hereon. In the event of discrepancies arsing after JJ 0/79/07 ADDED LATERAL "A -5" (, 11 s� \Q j s ° V " ��e PREPARED Y: R.C.E. N0. 24068 county approval or during construction, the private engineer shall be responsible MARK BY DATE APPR. DATE 1(�'F °rvi� o�`�s�� T FOF F °R ® FOR: W. 0 COUNTY for determining an acceptable solution or revising the plans for approval by REVISIONS \ \�� of CAE1E�v 2.22•(gg cnU Z �� SCALE: PAUBA RIDGE, LLC 3213 -1 FILE N0. U the county. ENGINEER COUNTY ��oa�"— RECOMMENDED BY: BUREAU VERITAS DATE OUC SNYDER ATE H: AS SHOWN V AS SHOWN o 3 PLOTTED BY: Ben Etemadi DATE: Feb. 02, 2008 12:37:48 PM FILE: F:\ 0115\ Engineering \TR_32982 \Imp_Storm \SHT- 13.dwg TOLL FREE 1- 800 - 227 -2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A — GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies ad sing after 2 Ask I ®�q county approval or during construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER O BEARING /DELTA RADIUS LENGTH TANGENT 0 38 0 31'55" 22.50' 15.13' 7.86' O 70 °31'10" 22.50' 27.69' 15.91' 0 24 22.50' 9.64' 4.89' REVISIONS VV/tl1,011wiv JIl \VV/Vl \L U111/1 CD NST. RIP —RAP t JS NO. A B C D E F G L ELEV. R ELEV. S 3 55 0 00'00" 18" 3.09' 24" 2.07' 0.47' 0.84' 2.69' 1486.62 1485.67 3a 53 ° 24'57 "' 1 8" 3.15' 24" 2.07' 1 0.47' 1 0.81' 2.75' 1486.39 1485.92 V-- PER DETAIL ON SHEET N0. 2 85 CONST. J.S. NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. JS 227 L k GRAPHIC SCALE o O - o v 87 CONST GRATING CATCH BASIN PER DETAIL ON SHT. 18 40 0 20 40 80 160 88 CONST CONCRETE COLLAR PER R C F C & W C D STD DWG NO M 803 91 CONST. SPLASH WALL PER DETAIL ON SHEET NO. 18 ( IN FEET 92 INSTALL TRASH RACK (INCLINED) PER APWA STANDARD 1 inch = 40 ft. SEAL - COUNTY SEAL- ENGINEER BENCHMARK: TRACT NO. 32982 I.P. NO. 060142 a COUNTY OF RIVERSIDE _ HUNSAKER & ASSOCIATES H No. TRANSPORTATION DEPARTMENT ROFESS /a W QRaFErRF 1 a \ �� APPROVED BY: ��o J� PS S%, <� ® I R V I N E I I N c COUNTY OF RIVERSIDE 14 Z w Ncy il�ll ° F PLANNING ■ ENGINEERING ■ SURVEYING SCHEDULE A m > • F � o P � SEE SHEET N0. 1 Three Hughes Irvine, CA 92618 PH: (949) 58 0 z - "�` w N0. 24068 m • 31010 F • X (949) 5830759 STORM DRAIN IMPROVEMENT PLAN 2 G N0. 45702 m/ LINES "Bit, B -1 "B C W EXP. 12 31 08 ^�� Exp. 12/31/07 a / / ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE P� s9 clyiL �a PREPARED B : R.C.E. NO. 24068 �� APPR. DATE �`� \�F pp /CAL1f0�� // j TF OFCAQI FOR: W.O.: COUNTY t d y .Q� �' SCALE: FILE NO w COUNTY �� H AS SHOWN V AS SHOWN PAUBA RIDGE, LLC 3213 -1 0 RECOMMENDED BY: BUREAU VERITAS DATE UGLAS YDER ATE PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 12:20:00 PM FILE: F:\ 0115\ Engineering \TR_32982 \Imp_Storm \SHT- 14.dwg st � N F-� � ,85 175 W r � .-_- �° �)y /� 1a -OO.dd LINE; E 7 ., u7 4' TO _- SO E -,- , HOA w...., _ . _ _ G_ a _ � .- -__, _ __ . , � ,<. LINE E 1 .. � �. . - . _ �- � �- _ ,__ . ,__ , _ ,,, . �, � � � ,, �. INI F? 1115 .3n , r, s P DIAL TWO WORKING BEFORE p DAYS BEFORE YOU DIG � YOU DIG �lf O BEARING /DELTA RADIUS LENGTH TANGENT O 30 ° 18'51" 22.50' 11.90' 6.10' O2 31 °11'33" 22.50' 12.25' 6.28' JS ND, A I B C D E F G L ELEV. R ELEV. S 4 59 °24'45" 1 18" 2.86' 24" 1.90' 0.72' 0.57' 2.60' 1486.32 1485.41 5 59 0 56'39 ° ' 1 18" 2.86' 24" 1.88' 0.39' 0.37' 2.60' 1490.65 11490.48 LINE "E Al 11/7 ®�� < "= GRAPHIC SCALE o z° 40 0 20 40 80 160 p ti ft 00 o t ANDRE \14 J ka NRI D/4TE TOLL FREE 1- 800 - 227 -2600 EXR OM E GA E NC.AI NEER.IM(m � A PUBLIC SERVICE BY -q3gO \B(EWPLIDGE AV STE. B � ( IN FEET) i UNDERGROUND SERVICE ALERT `, Al 1 inch = 40 ft. Z SAN t?IEG,O , G4 A gzIZ3 0 . ) Cr 0 NOTE: SEAL- COUNTY COUNTY OFRNERSIDE SEAL- ENGINEER BENCHMARK: TRACT NO. 32982 I.P. NO. 060142 SHEET N0. i— WORK CONTAINED WITHIN THESE PLANS = -1 ��\ TRANSPORTATION DEPARTMENT �oFESSI OFESS 1 �� e ), COUNTY OF RIVERSIDE z SHALL NOT COMMENCE UNTIL AN �� eR o \\ 4 o p �PS Sly( I R V I N E I N C ENCROACHMENT PERMIT AND /OR A / / i�o P PN FR F (� \ll APPROVED BY: h �e o pJ oFyFy� PLANNING ■ ENGINEERING SURVEYING SEE SHEET NO. 1 SCHEDULE °A' 5 m o GRADING PERMIT HAS BEEN ISSUED. %y II a Three Hughes • Irvine, CA 92618 a PH: (949) 583.1010 • FX: (949) 583.0759 STORM DRAIN IMPROVEMENT PLAN Z No. 45702 �� t e - No. 24osa A LINES "D" "D 1" "D -2" "E" "E -1" 2 The private engineer si nin these plans is responsible for ossunn the accuroc / w EXP. 12/31 ^ Ezp. 12/31 /�7 P 9 9 9 P P 9 y (� A j ALAN FRENCH R.C.E. 45702 EXP.: 12/31/08 DATE OF SHTS. and acceptability of the design hereon. In the event of discrepancies arising after ��'� , t MPR,DATE III sT \Q j s c/v" �e PREPARED R.C.E. N0. AATE 68 county approval or durng construction, the private engineer shall be responsible MARK BY DATE (� 9� oiv1� ��i T F o�` FOR: W.O.: COUNTY for determining on acceptable solution or revising the plans for approval by REVISIONS \ \ \ \ F of pgLlf p��/ OP Cg01 SCALE: the county. ENGINEER J H AS SHOWN V AS SHOWN PAUBA RIDGE, LLC 3213 -1 FILE N0. h \ ��i�' RECOMMENDED BY: BUREAU VERITAS DATE UGLA SNYDER PLOTT ED BY: Ben Etemadi DATE: Oct. 01, 2007 12:21:18 PM FILE: F: \0115 \Engineering \TR - 32982 \Imp — Storm \SHT- 15.dwg .. -. - - - - - -. A ® Zs�Ul IVJI. 75 K.G.F. (SLL PROFILE hOH U -LOAD) DIAL TWO WORKING 83 CONST. HEADWALL PER CAL —TRANS STD. PLAN D94B BEFORE DAYS BEFORE 84 CONST RIP —RAP PER DETAIL ON SHEET NO. 2 YOU DIG YOU DIG 86 CDNST. M.H. N0, 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251 TOLL FREE 1- 800 - 227 -2600 87 CONSL GRATING CATCH BASIN PER DETAIL ON SHT 18 A PUBLIC SERVICE BY 88 nnAICT O BEARING /DELTA RADIUS LENGTH TANGENT 0 107 22.50' 39.77' 27.43' O 06 0 13'19" 1000.00' 108.59' 54.35' O 91 22.50' 35.86' 23.02' O 45 0 02'52" 22.50' 17.69' 9.33' TE COLLAR PER R. C.F.C. & W.C.D. STD. DWG. N0. M 803 ( IN FEET) I UNDERGROUND SERVICE ALERT 1 inch = 40 ft. 9 i CDNST. SPLASH WALL PER DETAIL ON SHEET N0. 18 NOTE: SEAL - COUNTY SEAL - ENGINEER BENCHMARK: m COUNTY OF RIVERSIDE TRACT NO. 32952 I.P. N0. 060142 SHEET N0. WORK CONTAINED WITHIN THESE PLANS z ��y TRANSPORTATION DEPARTMENT �oFESS / 4 , SHALL NOT COMMENCE UNTIL AN �� / oQ ° HUN SAKE R & ASSOCIATES � COUNTY OF RIVERSIDE i tia �� APPROVED BY: �� J ° BPS SN o < I R V I N E , I N C 1 6 Z W ENCROACHMENT PERMIT AND/OR A jam° P �W EReN ztI �� o° r F p ti PLANNING ■ ENGINEERING suRVEYING SCHEDULE "A" m / c F SEE SHEET N0. 1 0 GRADING PERMIT HAS BEEN ISSUED. z Three Hughes Irvine, CA 92618 • PH: (949) 583.1010 • PX: (949) 593.0759 STORM DRAIN IMPROVEMENT PLAN A ` NO. 24068 A u u N0. 45702 1-1 / z w m LINES n F n n F -1 u u H n I u u _ The private engineer signing these plans is responsible for assuring the accuracy EXP. 12/31/08 z ALAN FRENCH R.C.E. 45702 EXP.: 12/31 /08 DATE Exp. 12/31/07 A o and acceptability of the design hereon. In the event of discrepancies arising after �( / OF SHTS. N� \P� w clv1� �`P PREPARED R.C.E. N0. 2406 county approval or during construction, the private engineer shall be responsible s / r for determining n acceptable solution or revising the Ions for approval b MARK BY DATE APPR. DATE ��\ rF ° j v 1L Eo FaF CA SC ALE: SCALE: FOR: W. COUNTY y 9 P 9 P PP Y REVISIONS COUNTY \\ ��\J 5 ® PAUBA RIDGE, LLC 3213 -1 FILE NO. W the county ENGINEER \�� RECOMMENDED BY: BUREAU VERITAS DATE GLA5 NYDER AT H: AS SHOWN V AS SHOWN p C m PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 12:22:14 PM FILE: F:\ 0115\ Engineering \TR - 32982 \Imp_Storm \SHT- 16.dwg ALL GRADING WORK SHALL BE DONE IN ? 1 , - - -, CONJUNCT , �i ION WITH THE PROPOSED ST s _._..._m._ .... . DRAIN. IF NOT THE CONTRACTOR _ _ ( Y TOR SHALL , _ -, , o .. .I:. .. .. .. .. , t... 1 PROVIDE - -4 TEMPORARY DRAINAGE FACT IT F k x p � F n _ _ �.. ._...._. ._,_... I _ �.. XT . - _ _ PROPOSED � �_ � , , , .gin , ..__ _....<V... �.�.� .... ..,,,..... WATER COURSE SHALL f`JT B a ; � Y t _ _ - (( _ _; � ___.. r � ! , .. I 1 t r II _ ___ , _ , _ a _, P __._. ._,.. P mbX" P q g m a� ....... _... L__ ._....... 14.�fi S � r k _ } � , � � ......:......v_ _, maac� ...,.P_.......... , .wm ._ � w � � .� PROFILE SCALES t _ _ , i mA P I- _ r - = - -- AtN'AtN Q Y � I , , T � t }, a.. I iNT IN d GrY � , � ?- , ,.. ,.;'.,_._. ca.... !n.:.. „ „ o f�OA . + + o �, . Aft�TA Ed BY NO , _ { _ .. ,..,.:, 1N T E.D ., _ , ,: F B I�OA __ _ S 2 L f . _ .,_._ v., .... .T..171.4 -- + INTA } n . _..L,>�; 2�..:P.C. P.. . � h . �, _ a a � I , _ HORIZ.. 1 4 X000 . a ... .. ... N 23ff.5 .L.F24 h'.C.P. �2000..D � ... I . � _3 1 , , ^r � _ R.P...2 0 Q .......,.... ! _ r _ :, � _ RI P P_ , , I : , „ -�" - � ERT. i O \ t � F I I� I LsJ 0 O BEARING /DELTA RADIUS LENGTH TANGENT O 82 0 09'27" 22.50' 32.26' 19.61' O 04 °31 '59" 149.97' 17.86' 5.94' O 88 0 00'48" 22.50' 34.56' 21.73' O 33 ° 01 '29" 114.37' 65.92' 33.90' O 20 0 40'07" 45.00' 16.23' 8.21' O 98 0 4528" 45.00' 77.56' 52.46' O 06 0 12'56 ° 1400.00' 151.87' 76.01' 0 90 0 56'09" 22.50' 35.71' 22.87' _L ap CL: 11 ° 3f'29 ° W - s F (, _ + JUNCTION STRUCTURE DATA _ V ° y JS NO. A B C D E F G L ELEV. R ELEV. S 6 75 0 00'00" 18" 2.34' 24" 1.43' 0.52' 0.54' 2.33' 1507.62 1507.59 7 60 °07'40" 18" 2.85' 24" 1.87' 0.74' 0.57' 2.59' 1523.02 1523.01 5 1 + 1� + i� .� o 10 1,$ r �., 18' �. - NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADINC PERMIT HAS BEEN ISSUED. The private engineer 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 MARK BY DA E for determining an acceptable solution or revising the plans for approval by the county F ENGINEER COUNTY OF RIVERSIDE ��QROFESS\Q� \\ TRANSPORTATION DEPARTMENT _p P 4N� FRFN< \��1�II' APPROVED BY: 4i& ti c w NO . 2/30/08 m a r� A ALAN FRENCH R.C.E. 45702 EXP.: 12131108 DATE III N� \P/ REVISIONS A COUNTY �A- \FOB /// ®•� `® RECOWAENDED BY: BUREAU VERITAS DATE 1 inch = 40 ft. G g ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: TRACT NO.32982 I.P. NO. 060142 SHEET NO. a 2 COUNTY OF RIVERSIDE e �,ofESS / p o �PS sNk�< . I R V I N E I N c 17 W z w of aFPFyc PLANNING ■ ENGINEERING ■ SURVEYING SEE SHEET N0. 1 SCHEDULE "K 'm Three Hughes Irvlrre, CA 92618 PH: (949) 583.1010 a FX: (949) 583-0759 STORM DRAIN IMPROVEMENT PLAN �y �j Z. NO. 24068 LINES "G.. n�± 1n t1� L.. Exp. 12/31/07 f �P OF ' °' SHTS. PREPARED Ofi8 R.C.E. N0. FOR: PAUBA RIDGE, LL(' W.O.: 3213 -1 COUNTY FILE NO. F OR CAU / "® N SCALE: GLAS NYDER AT H: AS SHOWN V: AS SHOWN o PLOTTED BY: Ben Etemadi DATE: Oct. 01, 2007 12:22:50 PM FILE: F:\ 0115\ Engineering \TR_32982 \Imp - Storm \SHT- 17.dwg STRUCTURAL. DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS _ NO. OF - GRATES MAX V. I REINFORCEMENT FOR WALLS AND GLASS 1 -2 1.2 m[4') t50 MIS NOT REQUIRED 1 -2 2.4 m(8'1 200 MWAS•1 1 -2 3.0 m(10') 250 mmt109 1 -2 3.5 m112 250 mm00.) REOWRED 3-4 12 n44') 150 MIS-) NOT REQUIRED 3 -4 2.0 mlr) 200 mm(8'1 3-4 - 2.4 mt8'1 2Q0 -mm(09 REQUIRED 3-4 3.5 m(12') 250 m,(S) 5 -6 1.2 m(4') iS0 mml6.7 NOT REQUIRED 5 -6 1.8 m(6'1 200 mmSB °1 5 -6 2.4 WS') 200 mm(8`i REQUIRED 56 3.5 MUT) 230 mmUD °I '6 1.2 m(4 150 wM6.) 16 2.4 m(8') 200 mm(8•) 16 3.5 MO21 250 mm(109 `t.(.. - 01 1 i 15 �� -r - IMBED 2 °' MIN. I 518.00 IN V. T P ©f�ff -.E = 1521.74 GRATING CATCH BASIN = � +7� n9.� v 80 INTO FRESH (: \ / NGRETE 12° 8„ rulrvnlrcc _p �Ai Q nrn r r 3 2 82 44' 1 T' 45.00' 64.98' 39.63' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 25 0 25'49" 311.00' 138.03' 70.17' 59 ° 26'03" 22.50' 23.34' 12.84' NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. V OID ® t The private engineer 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 MARK BY DAI E for determining an acceptable solution or revising the plans for approval by the county. ENGINEER REVISIONS ��I ►`la SEAL - COUNTY COUNTY OF RIVER; TRANS TATION DE / �i e ROF ESS t \\ B �� P FR PPROVED BY: N ZI�� w EX 12/31 m 457 /08 7 (� a a/ ALAN FRENCH R.C.E. 45702 E XN,1 2 APPR. DATE `1, \�\\ \OF CIVO CA L %f�� %/ COUNTY RECOMMENDED BY: BUREAU VERITAS AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER WA GRATING CATCH BASIN -ALLEY �TA PUS=WON pMWC, URA° mw= LONGITUDIAL IC 304-2 K REV ' SHEET OF USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LINE "" LINE " ff f : r^�� 1 I r1 / l BEF I DIAL 1, •' • Y OU DIG • • UNDERG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY \\ 10' a >w s AN[> EW U VA W ®� 13��s ' 431f10 VIEWRI%E AVE, STE a dAN DIEGO CA 92123 _ CuRvE &A rA'�. �� _ ".: O BEARING /DELTA RADIUS LENGTH TANGENT V 82 0 44'17 45.00' 64.98' 39.63' O3 25 0 25'49" 311.00' 138.03' 70.17' (a� 59 0 26'03" 22.50' 23.34' 12.84' NOTE: WORK CONTAINED WITHIN THESE PLANS SHAI-L NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy A3K ra 2 A ®D6® and acceptability of 6:he design hereon. In the event of discrepancies arising after JJ 10/29/07 ADDED LATERALS "H -2" & "H -3" county approval or during construction, the private engineer shall be responsible MARK BY DA E for determining an acceptable solution or revising the plans for approval by - REVISIONS the county. ENGINEER LI f +a/ CONSTRUCTION NOTES 80 INST. 18 R.C.P. (SEE PROFILE FOR D –LOAD) ( 9)-- CONST HEADWALL PER CAL –TRANS STD. PLAN D94B 84 CONST RIP –RAP PER DETAIL ON SHEET NO. 2 86 — CONST. M.N. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251 87 CONST. GRATING CATCH BASIN PER DETAIL HEREON BLOCKS; GROUT ALL CELLS SOLID 10 CONC. BLOCKS; GROUT ALL CELLS SOLID GRATING CATCH BASIN CONCRETE THICKNESS PLAN VIEW 1518.00 INV. = 1521.54 SEAL - ENGINEER NO. 24068 Ex P. 12/31 /D �s'a1vI /_< IMBED 2" MIN. INTO FRESH CONCRETE HUNSAKER & ASSOCIATES I R V I N E I N C PLANNING a ENGINEERING 0 SURVEYING Three Hughes • Irvine, CA 92618 • PH: (949) 583.1010 • Fk (949) 583.0759 R.C.E. N0. 06 0y SCALE: ATE H: TOP COURSE SHALL BE FLUSH WITH TOP OF SCALE #3 ® 24" O.C. 8'X6'X16 CONC. BLOCKS; GROUT ALL CELLS SOLID GRATING CATCH BASIN GRATING CATCH BASIN THICKNESS AS SHOW Ben Etemadi DATE: Feb. 02, 2008 12:38:47 PM FILE: F:\ 0115\ Engineering \TR_32982 \Imp – Storm \SHT- 18.dwg JV� V 45d9F OCATION TIE i FOR SURFACE p FLOWLINE 5 mm(i /4')R I PLAN (TYP.) I t FRAME AND GRATING FINISHED SURFACE P I CENrER SUPPORT FOR OPTIONAL SUBGRADE SECTION A –A STRUCTURAL DA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS NO. OF - GRATES MAX v 1 REINFPRCEMENT rOR WALLS AND SLABS 1 -2 - / 150 mmf6•) NOT REQUIRED 1 -2 2.4 m(S'1 - 200 mm(S-) / 3.0 m(ID'1 250 mm00.1 v 3.5 1 250 mm(IO.1 REQUIRED 3-4 1.2 m(4') 150 mm(69 o I-- f zoo mm(S•) 3-4 - 2.4 m(6'} 2 REQUIRED 3-4 3.5 m(12 ) - -- -- (JVC0 C) ` IY V / 38' 1 j Jam. " MAINTAINED BY - -HOA NOT REQUIRED 5 -6 1.8 MIS') 200 m,401 5 -6 1 2.4 WS') 200 mm(S•) ff f : r^�� 1 I r1 / l BEF I DIAL 1, •' • Y OU DIG • • UNDERG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY \\ 10' a >w s AN[> EW U VA W ®� 13��s ' 431f10 VIEWRI%E AVE, STE a dAN DIEGO CA 92123 _ CuRvE &A rA'�. �� _ ".: O BEARING /DELTA RADIUS LENGTH TANGENT V 82 0 44'17 45.00' 64.98' 39.63' O3 25 0 25'49" 311.00' 138.03' 70.17' (a� 59 0 26'03" 22.50' 23.34' 12.84' NOTE: WORK CONTAINED WITHIN THESE PLANS SHAI-L NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy A3K ra 2 A ®D6® and acceptability of 6:he design hereon. In the event of discrepancies arising after JJ 10/29/07 ADDED LATERALS "H -2" & "H -3" county approval or during construction, the private engineer shall be responsible MARK BY DA E for determining an acceptable solution or revising the plans for approval by - REVISIONS the county. ENGINEER LI f +a/ CONSTRUCTION NOTES 80 INST. 18 R.C.P. (SEE PROFILE FOR D –LOAD) ( 9)-- CONST HEADWALL PER CAL –TRANS STD. PLAN D94B 84 CONST RIP –RAP PER DETAIL ON SHEET NO. 2 86 — CONST. M.N. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251 87 CONST. GRATING CATCH BASIN PER DETAIL HEREON BLOCKS; GROUT ALL CELLS SOLID 10 CONC. BLOCKS; GROUT ALL CELLS SOLID GRATING CATCH BASIN CONCRETE THICKNESS PLAN VIEW 1518.00 INV. = 1521.54 SEAL - ENGINEER NO. 24068 Ex P. 12/31 /D �s'a1vI /_< IMBED 2" MIN. INTO FRESH CONCRETE HUNSAKER & ASSOCIATES I R V I N E I N C PLANNING a ENGINEERING 0 SURVEYING Three Hughes • Irvine, CA 92618 • PH: (949) 583.1010 • Fk (949) 583.0759 R.C.E. N0. 06 0y SCALE: ATE H: TOP COURSE SHALL BE FLUSH WITH TOP OF SCALE #3 ® 24" O.C. 8'X6'X16 CONC. BLOCKS; GROUT ALL CELLS SOLID GRATING CATCH BASIN GRATING CATCH BASIN THICKNESS AS SHOW Ben Etemadi DATE: Feb. 02, 2008 12:38:47 PM FILE: F:\ 0115\ Engineering \TR_32982 \Imp – Storm \SHT- 18.dwg JV� V 45d9F OCATION TIE i FOR SURFACE p FLOWLINE 5 mm(i /4')R I PLAN (TYP.) I t FRAME AND GRATING FINISHED SURFACE P I CENrER SUPPORT FOR OPTIONAL SUBGRADE SECTION A –A STRUCTURAL DA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS NO. OF - GRATES MAX v 1 REINFPRCEMENT rOR WALLS AND SLABS 1 -2 - / 150 mmf6•) ff f : r^�� 1 I r1 / l BEF I DIAL 1, •' • Y OU DIG • • UNDERG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY \\ 10' a >w s AN[> EW U VA W ®� 13��s ' 431f10 VIEWRI%E AVE, STE a dAN DIEGO CA 92123 _ CuRvE &A rA'�. �� _ ".: O BEARING /DELTA RADIUS LENGTH TANGENT V 82 0 44'17 45.00' 64.98' 39.63' O3 25 0 25'49" 311.00' 138.03' 70.17' (a� 59 0 26'03" 22.50' 23.34' 12.84' NOTE: WORK CONTAINED WITHIN THESE PLANS SHAI-L NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy A3K ra 2 A ®D6® and acceptability of 6:he design hereon. In the event of discrepancies arising after JJ 10/29/07 ADDED LATERALS "H -2" & "H -3" county approval or during construction, the private engineer shall be responsible MARK BY DA E for determining an acceptable solution or revising the plans for approval by - REVISIONS the county. ENGINEER LI f +a/ CONSTRUCTION NOTES 80 INST. 18 R.C.P. (SEE PROFILE FOR D –LOAD) ( 9)-- CONST HEADWALL PER CAL –TRANS STD. PLAN D94B 84 CONST RIP –RAP PER DETAIL ON SHEET NO. 2 86 — CONST. M.N. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251 87 CONST. GRATING CATCH BASIN PER DETAIL HEREON BLOCKS; GROUT ALL CELLS SOLID 10 CONC. BLOCKS; GROUT ALL CELLS SOLID GRATING CATCH BASIN CONCRETE THICKNESS PLAN VIEW 1518.00 INV. = 1521.54 SEAL - ENGINEER NO. 24068 Ex P. 12/31 /D �s'a1vI /_< IMBED 2" MIN. INTO FRESH CONCRETE HUNSAKER & ASSOCIATES I R V I N E I N C PLANNING a ENGINEERING 0 SURVEYING Three Hughes • Irvine, CA 92618 • PH: (949) 583.1010 • Fk (949) 583.0759 R.C.E. N0. 06 0y SCALE: ATE H: TOP COURSE SHALL BE FLUSH WITH TOP OF SCALE #3 ® 24" O.C. 8'X6'X16 CONC. BLOCKS; GROUT ALL CELLS SOLID GRATING CATCH BASIN GRATING CATCH BASIN THICKNESS AS SHOW Ben Etemadi DATE: Feb. 02, 2008 12:38:47 PM FILE: F:\ 0115\ Engineering \TR_32982 \Imp – Storm \SHT- 18.dwg JV� V 45d9F OCATION TIE i FOR SURFACE p FLOWLINE 5 mm(i /4')R I PLAN (TYP.) I t FRAME AND GRATING FINISHED SURFACE P I CENrER SUPPORT FOR OPTIONAL SUBGRADE SECTION A –A STRUCTURAL DA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS NO. OF - GRATES MAX v 1 REINFPRCEMENT rOR WALLS AND SLABS 1 -2 - 62 mw') CONSTRUCTION NOTES 80 INST. 18 R.C.P. (SEE PROFILE FOR D –LOAD) ( 9)-- CONST HEADWALL PER CAL –TRANS STD. PLAN D94B 84 CONST RIP –RAP PER DETAIL ON SHEET NO. 2 86 — CONST. M.N. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251 87 CONST. GRATING CATCH BASIN PER DETAIL HEREON BLOCKS; GROUT ALL CELLS SOLID 10 CONC. BLOCKS; GROUT ALL CELLS SOLID GRATING CATCH BASIN CONCRETE THICKNESS PLAN VIEW 1518.00 INV. = 1521.54 SEAL - ENGINEER NO. 24068 Ex P. 12/31 /D �s'a1vI /_< IMBED 2" MIN. INTO FRESH CONCRETE HUNSAKER & ASSOCIATES I R V I N E I N C PLANNING a ENGINEERING 0 SURVEYING Three Hughes • Irvine, CA 92618 • PH: (949) 583.1010 • Fk (949) 583.0759 R.C.E. N0. 06 0y SCALE: ATE H: TOP COURSE SHALL BE FLUSH WITH TOP OF SCALE #3 ® 24" O.C. 8'X6'X16 CONC. BLOCKS; GROUT ALL CELLS SOLID GRATING CATCH BASIN GRATING CATCH BASIN THICKNESS AS SHOW Ben Etemadi DATE: Feb. 02, 2008 12:38:47 PM FILE: F:\ 0115\ Engineering \TR_32982 \Imp – Storm \SHT- 18.dwg JV� V 45d9F OCATION TIE i FOR SURFACE p FLOWLINE 5 mm(i /4')R I PLAN (TYP.) I t FRAME AND GRATING FINISHED SURFACE P I CENrER SUPPORT FOR OPTIONAL SUBGRADE SECTION A –A STRUCTURAL DA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS NO. OF - GRATES MAX v 1 REINFPRCEMENT rOR WALLS AND SLABS 1 -2 - 62 mw') 150 mmf6•) NOT REQUIRED 1 -2 2.4 m(S'1 - 200 mm(S-) 1 -2 3.0 m(ID'1 250 mm00.1 i -2 3.5 1 250 mm(IO.1 REQUIRED 3-4 1.2 m(4') 150 mm(69 NOT REQUIRED 3 -4 2.0 m(7') zoo mm(S•) 3-4 - 2.4 m(6'} 200 nffAen REQUIRED 3-4 3.5 m(12 ) 250 mm(IG•) 5 -6 1.2 m(4') ISO mm(6') NOT REQUIRED 5 -6 1.8 MIS') 200 m,401 5 -6 1 2.4 WS') 200 mm(S•) REQUIRED 5 -6 3.5 m(12'1 250 m1(10•) >6 1.2 m(49 ISO mm(6•) >6 2.4 m(e'J 1 200 mm(89 a6 3.5 mti29 250 mmfi0.1 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRW �GITED TME GRATING CATCH BASIN - ALLEY "ME`�C "" wEG PW ITE cxEExeoarccou�fmEE LONGITUDIAL 304-2 1. REV INN SHEET 1 CF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOT TO SCALE GRAPHIC SCALE 40 0 20 40 80 M 160 a CN o` •s ( IN FEET) DE a 4n lt 'n TRACT NO. 32982 I.P. NO. 060142 SHEET NO. COUNTY OF RIVERSIDE SCHEDULE "A" 18A m SEE SHEET NO. 1 C STORM DRAIN IMPROVEMENT PLAN Z n LINE "J" OF 4 & SHTS. FOR: W.O.: COUNTY AS SHOWN PAUBA RIDGE, LLC 3213 -1 FILE N0. LL V: 3 v TION BAM TABIX N0. MIN AREA (SF) MAX PONDLNG DEP#1(FT) VOLUME (CF) ELEVATION TYPE 1 5000 2.37 5,000 1481.15 /NEIL (RATION BASIN W77I1 SUB DRAIN .T 950 1.62 1.371 1491.50 INFILTRA710N BASIN CONSTRUCnON NOMS NO SYMBOL 90 6 PVC SD ® 05% LENGTH = 700' 10 36" CMP RISER >D CONCRETE HEADWALL PER DETAIL ° A ° SHT 22 0 CONCRETE ANCHOR BLOCK PER DETAIL 'B", SHT 22 10 INFIL 7RA77ON TRENCH PER DETAIL 'B ; SHT 21 10 INFIL7RA77ON BASIN PER DETAIL "A" SHT 21 >D MODIFIED CATCH BASIN PER DETAIL 'C" SHT 21 0 INF/L7RA77ON BASIN W TH SUB DRAIN PER DETAIL "D SHT 21 I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT urtnrniL-HC jwmcc: i = 40 0 20 40 80 NOTE: SEAL - COUNTY COUNTY OF RIVERSIDE SEAL - ENGINEER _ BENCHMARK: TRACT NO. 32982 I.P. NO. 060142 SHEET NO. _ —— WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT ZR oEESS/o N COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT n ' L APPROVED BY: D STREET IMPROVEMENT PLAN AND /OR A GRADING PERMIT HAS BEEN ISSUED �� EW �' Yq �Z� �� `` w SEE SHEET NO. 1 The private engineer signing these plans is responsible for y PAU BA ROAD assuming the accuracy and acceptability of the design hereon. In DATE No, 50940 STA 72 +00.00 TO STA 80 +00.00 OF 22 SHTS the event of discrepancies arising after county approval or 1,20 1 Exp, 9- 30 -15} _ during construction, the private engineer shall be responsible s� ✓} C y V ��Q n ®� � — � FOR: W.O.: COUNTY g p p MARK Y T REVISIONS APPR. DATE 9F E AND" J XAW R. 50940 DATE � PAUBA RIDGE LLC 3213 1 for determinin an acceptable solution or revision the Ions for l OF C p` � 0� , - FILE NO. approval by the county. ENGINEER COUNTY DATE (MYRmsfflAAAV£XP a9- 30-15) �� t � ___ = �:i _ SCALE: AS-910W V: INFMTRATION BASIN TABLE 100 MIN AREA (SF) MAX PONDING DEPTH (FT) VOLOME (CF) ELEVAAON TYPE 11 3750 1.62 1,156 147520 INRL IRAAON BASIN 15 2,450 1.62 1,897 152000 INFIL 1RA114N BA 5111 16 980 1.62 1,486 153800 1101 TRAAON BASIN r � � N0. SYMBOL 10 36" CMP RISER 10 INFIL IRA 770N BASIN PER DETAIL "A" SHT 21 1® RETAINING WALL PER DETAIL "C" SHT 22 INDMIZI LB A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED The private engineer signing these plans is responsible for assuming the accuracy and acceptability of the design hereon. In the event of discrepancies arising otter county approval or during construction, the private engineer shall be responsible for determining an acceptable solution or revision the plans for approval by the county. IMO21111:ILTi1_1alr2q SEE SHEET NO. 1 SCALE: AS 9HONV V: " -I t ek GRAPHICAL SCALE 1" = 40' 0 20 40 80 SUB -DRAIN NOTES 24'x24' PRECAST GRATED INLET NTH 7RENCH NO LENGTH (FT) SUB- DRAINS fZOW 70 NEARBY EXISANG OPEN BOTTOM 9TTNV ON 6'PCC PAD 6' MIN. 2 SYL ANG DRAIN CONDUITS AND BOXES WHEN 17 8 OltkT POSSYBLE, OP DAYLIGHT TO ENERGY 10 6' CLEAN OUT W 771 12 MSIPAMRS SEE KWP MAP FOR DETAILS INRL TRAAOV 7REN THREADED WATER AGHT CAP 2' ABOV£ 726 AND IMP-12 7HE3E IMPS SHALL BE 6' MlN SAND fILTER SI/RFACE AT PONT 6F CaVNECAON WWhY EX S70RM PRE- 7REAU BY ROW AIROUGH 4 DRAINS OR OUTLET, CAPS SHALL BE PLACED 44 VEGETATED BURFRS CONSSANG OF ON THE END OF THE CONDUIT NTH ORIRCES 435' DRILLED P£R ill CALCULA1OV CHART LENGTH PER CAL CYILAPOW SYIEET 'WI;yy i I I , r15 1 ® — NOMINAL 314' - 2' CLEAN, CRUSHED, ANGULAR STONE (AASHTO M43 ,f3 7HR000H 157 STOVE SIZES ALLOWED) S7ORM7ECH / CHAMBER (OR EQUAL) ANGULAR STONE (AA.9/7O M4J /3 MII 140N NON -NVWN GEOTEXALE (O? EQUAL) SIDES AND 70P OF GRAWZ 6 E - MAPS GEOVET AV 106 (OP EQUAL) ON BOTTOM 6F ENARE SYSIEM U SAND RLTER HAS BEEN SIZED AS A FLOW BASED FACILITY USING THE INRL 7RAAOV RATE DEPT INDICATED 6 V PAGE 6 OF THE SAND RL7ER BMP FACT SHEET OF 7HE RIVERSIDE U/I MANUAL (0.8310111 PER HOUR) THE SAND f7L U FOOTPRINT WAS 687AIN0 BY O'WDING 7HE REQUIRED ORIRCF fZ0W BY 7HE fZ0W PER SQUARE fOOT OF AREA. REQUIRED OPlf7CE ROW 06=0 014 CIS IIII IRA 7ED fZOW PER FOOT OF f7L7ER AREA: 0.831N R X 1 HR = 00000192 CFS 12 IN/FT 3600 SEC ' Sr REQUIRED RL7ER AREA: 0014 CFS _728 Sr DOXIO192 CFS SF ,I I v � y� f � i 'si ••• NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED The private engineer signing these plans is responsible for assuming 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 or revision the plans for approval by the county. I- I IIHMMA TIMNCH 24'x24' PRECAST GRATED INLET NTH 7RENCH NO LENGTH (FT) WWDTH (FT) OPEN BOTTOM 9TTNV ON 6'PCC PAD OF CHAMBERS 2 SYL ANG WWTH A SECAOY Of 6' OA PIPE TO 12' 17 8 OltkT GRA VEL LAYER. LOCA7F0 AT POINTS OF 10 6' CLEAN OUT W 771 12 CONLETV7RAlED INfZOW TO ALL INRL IRA NOW ATENCIIES EXI.FPT IMP -5 INRL TRAAOV 7REN THREADED WATER AGHT CAP 2' ABOV£ 726 AND IMP-12 7HE3E IMPS SHALL BE B B SAND fILTER SI/RFACE 10 PRE- 7REAU BY ROW AIROUGH 4 9 44 VEGETATED BURFRS CONSSANG OF 1,156 435' 10 LAWNS AND LANDSCAPED AREAS iN7HIN A DO SHaULDER SYLANG VAULT 1,897 18 YARDS 55 �� OCn rrorn onarsn� ,I I v � y� f � i 'si ••• NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED The private engineer signing these plans is responsible for assuming 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 or revision the plans for approval by the county. I- I IIHMMA TIMNCH TABLE 7RENCH NO LENGTH (FT) WWDTH (FT) !VOLUME (CF) OF CHAMBERS 2 36 10 941 8 4 52 10 1,371 12 5 28 10 726 6 8 18 10 470 4 9 44 10 1,156 10 10 70 10 1,897 18 12 55 70 1,486 14 13 84 10 2,287 22 14 57 10 1,526 14 REVISIONS COUNTY SEAL - COUNTY INLET ORATE ON TOP CF 36' OUTZET RISER PIPE DRAINAGE 917W NTH SAND f7L7ER NTY RIP RAP ENERGY - I SUB- DRAIN. SEE DISSIPATOY 4°- -15.0' MIN DETAIL BEZOW. 20% 3: 1 1 1' ICd l CATCH BLfflX DIffAM KNOLL ' 1 i. N OT O SCALE FACILITY 70 STORE II OF 857HX 57ORM PRODUCED BY 7RIBUTARY BASINS AND INRL IRATE IT INTO THE UNDERLYING SOL AT A RATE OF 0.27 IN/HR NTH A DRAW DOWN 77ME NOT 70 EXCEED 72 HRS. DATE SEAL - ENGINEER - 1:1112 61 7:i SEE SHEET NO. 1 SCALE: AS SHOWN V: TRACT NO. 32982 I.P. NO. 060142 COUNTY OF RIVERSIDE STREET / ® II MP ® R OAD PLAN U ®A STA 72 +00.00 TO STA 80 +00.00 FOR: W.O.: COUNTY PAUBA RIDGE, LLC 1 3213 -1 FILE NO. SHEET NO. 1 i FMM CROSS SECTIO N OT TO SCALE AP M , I i 10' SCE EA,SEMLNT 10' PARKWAY E E L I�l D T SINGLE L D H SINGLE 3' - 4 4' -0" Stem Block Thickness 6" L 8" 8" 8 " 112" 8 "112' Uoncrete cu m C:Y. 300mm 12" 813mm 2' -8" 1.52m FRONT ELEVATION FRONT ELEVATION I5 L 0.46 0.60 2:44m 6' -0" 22.7 50 0,72 0.94 375mm 15" 889mm 2' -11" 1.83m 6' -0" 18,1 40 SINGLE HEADWALL DOUBLE HEADWALL 2.90m 9' -6" 27.2 60 Heel Dimension (L) 1 - Or 450mm 18" 1 - 0" 1' 4' 1' 6" 1 - 6" b0 0.70 0.91 3.20m 10' -6" 34.0 75 1,03 1,35 525mm 21" The Dimension (T) 1'- 2" 7' -6" V- 8" 1'- 8" 11-9. 2'- 3" 3.51m 11' -6" 40.8 90 1.16 229mm (9 ") -... 600mm 24" 1.12m S -8" 259m 8'-6" 34.0 75 Vert Bars (A) #4 @ 24" 3.81m #4 @ 24" #4 @ 24' #4 @ 16 #4 @ 16" 1.72 675mm 27 1.19m S -11" 2.90m 9' -6" 38.6 85 1.06 1.39' 4.27m 14' -0" 52.2 115 Vert Bars (IB) #4@24' 750mm 30" #4 @24" #4@24" #4 @16" #4 @16" 85 1.16 1.52 4.57m Rounded Pipe d 126 1.69 2.21 825mm 33" 1.35m 3.35m 1 V-0 45.4 100 1.32 1.73 4.88m 16' -0" 59.0 130 1.85 2.42 See dwg. D -61 Eli 12'4 47.6 105 1.49 1.95 Footing Width W 2'- 2' 65.8 2' - 8" T- Q' 3'- 3a 3 9" 1.50m 4' -11" 3:81m (12' -6" 9.0 130 )1.60 2.09 191 mm (7 1/2") 1-0" 77.1 170 2.20 2.88 1050mm 42" 1150mm 45" 1,57m 5' -2" 1.65m 5 - 5" 4.tim 13' -6" 4.42m 14' - 6" _ 0 1 5(1 68.0 40 150 1.79 1.99 2.34 2.60 5.79m 6.10m 19' -0" 20'4" 64.0 88.5 185 195 191mm (7 1/2 ") -� 3.13 (3.38 225mm 48" 1.73m 5' -8" 4.57m ( 15 -0" 72,6 160 Key Distance&omToa 6" 6.40m 6' 90.7 -- - 6" 2.78 - 3,64 1300mm 51" 1:SOm 5' -11" 4.88m 16' -0 ,e °r 4 180 2.32 3.03 6.86m Key (1V x D) 6"X 6" 225 6" X 6" 8 1.2" X 14" �12X 5.18m 17 -0" 66.2 190 2.53 E 7.16m 23' -6" 109 240 3.29 4.30 610 (2'-0") ° Table L3l Requirements for Various Well Heights 1,5 to 1 Slope's SECTION, SINGLE & DOUBLE HEADWALLS Wall Type lI 1LL D H SINGLE 3' - 4 4' -0" DOUBLE 6' - OF L tee k Lbs. ancre a cu m C.Y. L teel k Lbs. Uoncrete cu m C:Y. 300mm 12" 813mm 2' -8" 1.52m 5' -0" 15.9 I5 L 0.46 0.60 2:44m 6' -0" 22.7 50 0,72 0.94 375mm 15" 889mm 2' -11" 1.83m 6' -0" 18,1 40 0.57 0.75 2.90m 9' -6" 27.2 60 0,89 1.17 450mm 18" 965mm S -2" 2.13m 7' -0" 22,7 b0 0.70 0.91 3.20m 10' -6" 34.0 75 1,03 1,35 525mm 21" 1.04m 3' -5' 2,29m 7' -6" 27.2 60 0.78 (IML 3.51m 11' -6" 40.8 90 1.16 1,52 600mm 24" 1.12m S -8" 259m 8'-6" 34.0 75 0.92 1.20 3.81m 12' -6" 45.4 100 1.32 1.72 675mm 27 1.19m S -11" 2.90m 9' -6" 38.6 85 1.06 1.39' 4.27m 14' -0" 52.2 115 1.53 2,00 750mm 30" 1.27m (4' -2" 3.05m 10' -0" 38.6 85 1.16 1.52 4.57m 15' -0" 572 126 1.69 2.21 825mm 33" 1.35m 3.35m 1 V-0 45.4 100 1.32 1.73 4.88m 16' -0" 59.0 130 1.85 2.42 900mm (36 ") 1.42m 4' -_8 3.65m 12'4 47.6 105 1.49 1.95 5.18m 17' -0" 65.8 145 2.03 2,65 975mm 39 °) 1.50m 4' -11" 3:81m (12' -6" 9.0 130 )1.60 2.09 5.49m 1-0" 77.1 170 2.20 2.88 1050mm 42" 1150mm 45" 1,57m 5' -2" 1.65m 5 - 5" 4.tim 13' -6" 4.42m 14' - 6" _ 0 1 5(1 68.0 40 150 1.79 1.99 2.34 2.60 5.79m 6.10m 19' -0" 20'4" 64.0 88.5 185 195 2.39 2.58 3.13 (3.38 225mm 48" 1.73m 5' -8" 4.57m ( 15 -0" 72,6 160 2.10 - 2.75 6.40m 2f -0" - 90.7 -- - 200 2.78 - 3,64 1300mm 51" 1:SOm 5' -11" 4.88m 16' -0 81.6 180 2.32 3.03 6.86m 22' -6" 102 225 3.07 4.02 375mm 54" 1.88m 6' -2 5.18m 17 -0" 66.2 190 2.53 3.31 7.16m 23' -6" 109 240 3.29 4.30 NOTES Fs= 24000 Solid grouting 1. Concrete shall be 332 kg 1Ivi C -22Mpa (560 -C -3250) Using half l'zn stress 2. All reinforcing shall be #13( #4) bars. All vertical and LEGEND ON PLANS x Walls not shown is Table A must be designed specifically for the actual condition& horizontal tie bars 0 457mm (18 ") maximum spacing. � s All construction must comply with the specifications shown in this information bulletin. 4 Walls less than 3' 4" in height shall be constructed to meet the 3' 4" wall height design criteria. I= 6 Inches block II= 8 Inches block 111 =12 Inches block 5 Footing depth shall be 24 inches below finish grade and 12 inches of compacted said is requited on top of foot- ing to stabilize the wall. fl @ For the purpose of the structural design, wall height. shall be measured from. the top of the footing to the top 8 11k CONCRETE HEALD.IWALL DETAIL of the wall. ' For zoning requirements fence height shall he measured from finish grade. January 2010 _ _cif gf an -t •J nformafion ®u lietin page 5 of S 203n •,r(B") min; 7rencrt 4flq c h 203m n(8') rum, Figure 3 f T} }tae I and 11 Retaining Wall with Sloping Bac kffl ' Z' I I l f w---' `°�-°•° -°-"`" j `� f� Slope of retained earth f � (Given as horizontal run t ' t Concrete block .. fo vertical rise) b} { Blocks to be lo' as # 4 Horizontal steel bars i hty as possible to a. + downstream side of notct S =r ' A" bars PLAN . per Table A or B Nonce n (sandy) :. nafrre sal or flll f E Wall thickness j 6" or 6' per table A r° ''`4`'y. t center of t }. 'B' bars H„ " per Table A or B r t ! Mortar key }. r 2173mm{8 "i Y, 203mm(B ") 3 f set' �s m Gravel backfill x 405 m(t6') Gancrelc ( ¢ wan 12'vdde Block. Fill Grew with grout drain }} Perfo rated drain 13rm {1/2 ") ex >ars:on Pi� j oint rrotertal at c c } to around p ipe_ k 12" minimum concrete `ass_ 1 depth, 12" minimum Into � gro compacted fill or approved .... 3' clear 6 333 . r •e' #4 bars - - - - 6'forwallsup4' -6' Key size - typrc�l ' ,d °- and 12"for igher walls No0 '3 mire =udder �,�'` W type reinforcemant s' oil horl7cntial }pints. FR ELEVATION SIDE ELEVATION CONCRETE ANCHOR DET11 MA SONR RE TAUNING WALL DETAIL "C" fl SEAL - COUNTY SEAL - ENGINEER BENCHMARK: TRACT NO. 329H2 I.P. NO. 060142 SHEET NO. [VOTE COUNTY OF RIVERSIDE � � � � WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT Q I O iss/ COUNTY OF RIVERSIDE 22 COMMENCE UNTIL AN ENCROACHMENT PERMIT APPROVED BY: c 0 c w / 9� ( a SEE SHEET NO. 1 STREET IMPROVEMENT PLAN AND /OR A GRADING PERMIT HAS BEEN ISSUED Q y F The private engineer signing these plans is responsible for m _ - PAID BA ROAD assuming the accuracy and acceptability of the design hereon. In DATE No. 50940 Exp. 9 -30-15 STA 72 +00.00 TO STA 80 +00.00 OF SHTS a} rc the event of discrepancies arising after county approval or T FOR W O COUNTY during construction, the private engineer shall be responsible S" P l q I t 0�\e °® _ FILE NO. for determining an acceptable solution or revision the plans for MARK BY DATE REVISIONS APPR. ATE TF OF C k``F� ANDREW J 7(AN .CE. 50940 DA7E PAUBA RIDGE, LLC 3213 - 4�4?3`7 approval by the county. ENGINEER COUNTY DATE (MYREG/S7RA776wEXPImu9- JO-75J SCALE: AS 5</0►NV V: Wall height {33 }e 3' - 4 4' -0" - 4a 6' - OF E Height (E) - 4" 3' - 0" 3 1 - 8 7 - 4" 5' - (1" Stern Block `Thickness 8" £�" 8 l 12" =24-#4 Heel Dimension (L) 1' - 4" 1' - 4" - 6" 2' - 0° Toe Dimension (T) 1 2'- 0" - 6" T - W Vert Bars (A) #4 @ 24" #4 @ 24" @ 16" #5 @ 16" Vert Bars (B) #4 @ 24" #4 @ 24" #4 @ 24' #4 @ 8a #5 @ E' Footing Width {W) 2' -9 3' -4 3'-6" 4' -Q" Key Distance from Toe 6' 6" W 12" 12" Key (W X D) 6'x 6' 8" X E' 8'X IQ" 12" x 15" 12'x 21' FOOTN OTE S. Tables A makes the following assumptions: f y= 600000 psi NOTES Fs= 24000 Solid grouting 1. Concrete shall be 332 kg 1Ivi C -22Mpa (560 -C -3250) Using half l'zn stress 2. All reinforcing shall be #13( #4) bars. All vertical and LEGEND ON PLANS x Walls not shown is Table A must be designed specifically for the actual condition& horizontal tie bars 0 457mm (18 ") maximum spacing. � s All construction must comply with the specifications shown in this information bulletin. 4 Walls less than 3' 4" in height shall be constructed to meet the 3' 4" wall height design criteria. I= 6 Inches block II= 8 Inches block 111 =12 Inches block 5 Footing depth shall be 24 inches below finish grade and 12 inches of compacted said is requited on top of foot- ing to stabilize the wall. fl @ For the purpose of the structural design, wall height. shall be measured from. the top of the footing to the top 8 11k CONCRETE HEALD.IWALL DETAIL of the wall. ' For zoning requirements fence height shall he measured from finish grade. January 2010 _ _cif gf an -t •J nformafion ®u lietin page 5 of S 203n •,r(B") min; 7rencrt 4flq c h 203m n(8') rum, Figure 3 f T} }tae I and 11 Retaining Wall with Sloping Bac kffl ' Z' I I l f w---' `°�-°•° -°-"`" j `� f� Slope of retained earth f � (Given as horizontal run t ' t Concrete block .. fo vertical rise) b} { Blocks to be lo' as # 4 Horizontal steel bars i hty as possible to a. + downstream side of notct S =r ' A" bars PLAN . per Table A or B Nonce n (sandy) :. nafrre sal or flll f E Wall thickness j 6" or 6' per table A r° ''`4`'y. t center of t }. 'B' bars H„ " per Table A or B r t ! Mortar key }. r 2173mm{8 "i Y, 203mm(B ") 3 f set' �s m Gravel backfill x 405 m(t6') Gancrelc ( ¢ wan 12'vdde Block. Fill Grew with grout drain }} Perfo rated drain 13rm {1/2 ") ex >ars:on Pi� j oint rrotertal at c c } to around p ipe_ k 12" minimum concrete `ass_ 1 depth, 12" minimum Into � gro compacted fill or approved .... 3' clear 6 333 . r •e' #4 bars - - - - 6'forwallsup4' -6' Key size - typrc�l ' ,d °- and 12"for igher walls No0 '3 mire =udder �,�'` W type reinforcemant s' oil horl7cntial }pints. FR ELEVATION SIDE ELEVATION CONCRETE ANCHOR DET11 MA SONR RE TAUNING WALL DETAIL "C" fl SEAL - COUNTY SEAL - ENGINEER BENCHMARK: TRACT NO. 329H2 I.P. NO. 060142 SHEET NO. [VOTE COUNTY OF RIVERSIDE � � � � WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT Q I O iss/ COUNTY OF RIVERSIDE 22 COMMENCE UNTIL AN ENCROACHMENT PERMIT APPROVED BY: c 0 c w / 9� ( a SEE SHEET NO. 1 STREET IMPROVEMENT PLAN AND /OR A GRADING PERMIT HAS BEEN ISSUED Q y F The private engineer signing these plans is responsible for m _ - PAID BA ROAD assuming the accuracy and acceptability of the design hereon. In DATE No. 50940 Exp. 9 -30-15 STA 72 +00.00 TO STA 80 +00.00 OF SHTS a} rc the event of discrepancies arising after county approval or T FOR W O COUNTY during construction, the private engineer shall be responsible S" P l q I t 0�\e °® _ FILE NO. for determining an acceptable solution or revision the plans for MARK BY DATE REVISIONS APPR. ATE TF OF C k``F� ANDREW J 7(AN .CE. 50940 DA7E PAUBA RIDGE, LLC 3213 - 4�4?3`7 approval by the county. ENGINEER COUNTY DATE (MYREG/S7RA776wEXPImu9- JO-75J SCALE: AS 5</0►NV V: