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949-U - IP07-0148 12/31/2008 Stree Improvement Plans McCall Blvd,Antelope Rd, CONSTRUCTION NOTES AND ESTIMATE OF OUANTITI : COUNTY OF RIVERSIDE1 CONSTRUCT 0.33' A.C. OVER 0.50' A.B. CL. I I 22939 SF 54rT#k / 425 CY GENERAL NOTES : 2 CONSTRUCT 0.53 ' A.C. OVER 0.57' A.B. CL. 11 41474 SF 1583 T / 876 CY 3 CONSTRUCT 0.33 ' A.C. OVER 1.03 ' A.B. CL. II 26696 SF 634 TON / 1018 CY I. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY 4 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. NO. 201. 668 LF TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN PLOT PLAN. 215585 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200. . 1626 LF ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. No. 400 & 401 AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE © (W-AS NOTED) 10281 SF FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION 7 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 209 & 49A 4 EA ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. STREET IMPROVEMENT PLANS8 CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403, CASE A. lw 2 EA 2. THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, 9 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. 816. 2 EA AND RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF _ i ® 10 STREET LIGHTS 7 EA EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS z 11 PROTECT IN PLACE 3 LF OF APPROVAL. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (951) 955-6790. CONSTRUCT 4" THICK MEANDERING SIDEWALK PER RIV. CO. STD. No. 404 2894 SF � SHEET 6 SHEET 5 w W=5 ' 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. �- 13 ROADWAY EXCAVATION 7361 CY ra TRACT -178 RAC " TRACT VnO A PM 108143-48 Ag lfw/g�gg 'N� FAY��EW� PLOT P �� z 1 CB #9 14 SAW MINIMUM 2' AND JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 2 2395 LF 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION � BOUNDAR � 2 A °o� .8 o- DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ; " , -- - -. - -n - - _... - � 0__ 0 : 1 CONSTRUCT 6" AC DIKE PER RIV. CO. STD. NO. 212 712 LF IF gf!An Av ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. �. ,. y y y -- y y _ - �, i 16 EXISTING AC DIKE TO BE REMOVED 1714 LF WA �T � 1 CONSTRUCT COMPACTED SUBGRADE SHOULDER. WIDTH AS SHOWN ON PLAN 4870 SF 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE VACANT FAA-10 > 0100=si.s CFS o10 cis Q 4- 18 REMOVE & REPLACE EXISTING A.C. PAVEMENT WITH PROPOSED A.C. PAVEMENT 36059 SF STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, PM a°/°o-°4 _- ' 19 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER RIV. CO. STD. 207A 2 EA STORM DRAINS. f 20 REMOVE AND RELOCATE EXISTING ELECTRIC VAULT BY OTHERS I EA 6. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING ' TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 1 2 LEFT BLANK INTENTIONALLY 2 REMOVE AND RELOCATE EXISTING POWER POLE AND GUY ANCHOR BY OTHERS 5 EA 7. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE a � , .,4 I ° EXISTING TRAFFIC SIGN. SEE PP 21558 SIGNING AND STRIPING PLANS 5 EA CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR o PLOT P © FOR DETAILS ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. BOUNDARY �L©T PI,AV 22 COLD PLANE, GRIND AND AC OVERLAY (MINIMUM 0.1' OVERLAY) 10940 SF a ' 2 LEFT BLANK INTENTIONALLY B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND a 26 LEFT BLANK INTENTIONALLY MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND ADJUST WATER VALVE TO GRADE 10 EA WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A 28 REMOVE EXISTING STAND PIPE 3 EA M#7 TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. """" - ©9 LEFT BLANK INTENTIONALLY ti .#' 30 RELOCATE EXISTING FIRE HYDRANTS 2 EA 0100=1.6 CFS 010=1.0 CFS 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN BY THE COUNTY _ _ __ m __:_� , _.w. ..:.,._._� - .... ..� ° -_ _ �ti. _� =a : 3 REMOVE EXISTING GUARD POSTS 5 EA AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD 3 EXISTING TELEPHONE RISER TO BE REMOVED AND RELOCATED BY OTHERS I EA NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (* SHALL FOR TRACT MAPS AND PARCEL MAPS NOTE PLOT PLAN `�"�101 2 - MAY FOR PERMIT CASES.) BOUNDARY VACANTC13=-,- = 3� - 33 REMOVE EXISTING CROSS GUTTER 1 EA + INDICATES STREET TREES R.A� PLOT PLAN 0100=1.5 CFS M #3 1 BOUNDARY 010=1.0 CFS 0100=1e2 cis 34 ADJUST SEWER MANHOLE TO GRADE 6 EA 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING L �� 333- �rno 0'a=11� CFS 3 ADJUST STORM DRAIN MANHOLE TO GRADE 5 EA INDICATES PROPOSED STREET LIGHT (WATTAGE AS NOTED) PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A INDICATES PROPOSED STREET LIGHT (WATTAGE AS NOTED) SHEET �' 8' 8A 36 ADJUST TELEPHONE MANHOLE TO GRADE 6 EA RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL 4- CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 3 REMOVE EXISTING VENT PIPES I EA ® INDICATES FUTURE STREET LIGHT BY OTHERS INDEX MAP 38 REMOVE AND RELOCATE EXISTING FEATURE BY OTHERS I EA 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499 (MAGNOLIA ® CONTROL I - NAIL & TAG "RIV. CO. SURV"., FLUSH W/X-TIES SCALE I"=15O' JQGRANDOLFLORA, POOOCARPUS GRACILIOR, DUERCUS ILEX). OVER 3f 4" IRON PIPE, REC 862, DN. 0.83' PER PM 8012039 CONTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY STD NO 309 1 EA CIRRUS STORM DRAIN QUANTITIES CONTROL 2 - 1" IRON PIPE, LS 4230, DN. 0.5' PER PM 80/20 DR. 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING & PM 116/29-30. GRAPHIC SCALE I "=150 ' 0. a 54 CONSTRUCT 18" RCP (CLASS IV) 155 LF 150 75 0 150 300 450 © CONSTRUCT 24" RCP (CLASS IV) 100 LF 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A 56 CONSTRUCT 36" RCP (D-2000) 897 LF MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE NOTICE TO CONTRACTOR 50 CONSTRUCT MH NO I PER RCFC£WCD STD DWG NO MH251 5 EA STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. ® CONSTRUCT JS NO 2 PER RCFC&WCD STD DWG NO JS227 2 EA THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE CONSTRUCT CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD NO 3000 1 EA PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE '�q] o N AND CASE C GUTTER DEPRESSION PER RIVERSIDE COUNTY STD NO 311 OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL OTHER STREETS, SHALL REQUIRE MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER Ty �, c 60 CONSTRUCT CONCRETE DROP INLET PER RCFC & WCD STD DWG NO CB110 I EA SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE w W E © CONSTRUCT GRATING CATCH BASIN (TRANSVERSE) PER APWA STD DWG NO 305-2 1 EA COUNTY "STANDARDS RELATING TO THE ADMINSITRATION OF LANDSCAPE ENCROACHMENTS" DATED LOCATION SHOWN. '9p w JUNE 1990. z 64 REMOVE EXISTING MH NO 4 1 EA Lu THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT PERRIS Q S © REMOVE EXISTING 24 RCP 64 LF 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE THESE PLANS. LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR ETHANAC RD. INACATE RD. 66 REMOVE 24" CMP AND ASSOCIATED INLET 40 LF FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION PRIOR TO COMMENCEMENT OF CONSTRUCTION C © REMOVE 36" CMP DROP INLET AND ASSOCIATED PIPE .1 EA DEPARTMENT. z Cc M L UG L N D. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING � w 68 CONSTRUCT TS NO 3 PER RCFC&WCD STD DWG NO TS303 1 EA 16. A. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL DAYS PRIOR TO EXCAVATION. ROUSE RD. w 0 69 114 TON RIPRAP SIZE PER PLAN I EA POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE PRIMARY U' 70 CONSTRUCT 2' GARDEN WALL 1 EA REQUIRED TO FILE A NOTICE OF INTENT (NOD WITH THE STATE WATER RESOURCES CONTROL THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES z BORAO (SWRCB). PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND IN DETERMINING BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID ACCESS a CONSTRUCT CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD NO 300 1 EA MONITORING PLAN FOR THE SITE. PURPOSES. M ALL BLVD. cCALL BLVD. CONSTRUCT CONCRETE COLLAR 2 EA B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE o MOONRIDGE DR 73 CONSTRUCT CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD NO 3000 1 EA NOI WITH A VALID WDID NUMBER. HILLPOINTE SITE AND CASE B GUTTER DEPRESSION PER RIVERSIDE COUNTY STD NO 311 R. N GRAND AVE. CASH - IN - LIEU OF CONSTRUCTION 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND c m MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, SECOAVARY ��s SUN cm CASH-IN-LIEW OF CONSTRUCTION FOR THE LANDSCAPED MEDIAN OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR ACCESS (7 ' SOUTH CENTERLINE) REQUIRED ON McCALL BLVD, HAS BEEN OF TRANSPORTATION OR HIS DESINGEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE PAID TO THE COUNTY OF RIVERSIDE 2?4 THE AMOUNT OF $ 52,627.29 JURISDICTION OF THE DEVELOPER. PER AGREEMENT DATED 03 18/OB ACCOUNT # 20000-3130100000-230106 VICINITY MAP 0 18. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, SHEET INDEX SHEET NO . CD DIAL 1W0 WORKING DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE PREPARED, AND/OR CLEANED TO MAKE T5S R3W SEC 23 TITLE SHEET 1 BEFORE DAYS BEFORE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. TYPICAL STREET SECTIONS 2 YOU DIG YOU DIG STREET PLAN AND PROFILE 3-6 o TOLL FREE 1-800-227-2600 N STORM DRAIN PLAN AND PROFILE 7-8,8A A PUBLIC SERVICE BY o UNDERGROUND SERVICE ALERT 0 NOTE: /�/a8 L•M. R�VisaD s�roteM DR�IiN LI�1� A , �k�ED a o 8 SEAL-COUNTY COUNTY of RIVERSIDE SEAL-ENGINEER a L B E R T a • CIVIL ENGINEERS BENCHMARK: PLOT PLAN. 21558, IP NO. 070148 SHEET NO. N WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT QESStp RIVERSIDE COUNTY BENCHMARK M-12-2-63, d SHALL NOT COMMENCE UNTIL AN �o o IM �o SN N�� 'k+� ,�� 3768 McCRAY ST. ELEV=1466.364 I" IRON PIPE AND COUNTY COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A 1/2310'1 J-1K.A. 1EVISEtII UNdEQ S�OEwAl.K fJQAIN ON PATeLOPIE RD• Q �� O' APPROVED B a !� 4►� RIVERSIDE CA. 92506 1 GRADING PERMIT HAS BEEN ISSUED. 5 _� �^,� '" -Z) 6-1070 SURVEYOR TAG IN CAPWELL MONUMENT STREET IMPROVEMENT PLANS 0 A H P.E. 6 pi A s s 0 C i T E s AT "T" INTERSECTION OF MENIFEE ROAD THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR N4 45M ALAN D.. FRENCH, E DATE MM C49405 AND ROUSE ROAD. Wri TITLE SHEET ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. °V' 2-31-0e R.C.E. 70 XP 12-31-OB EXP. 9-� OF�SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR '�7 C1V1� 4► CIVIL PREP RED B : C49405 SCALE: DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE S �71/6 �7� -7 R.C.E. NO. N- FOR: W.O. COUNTY FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS OF C _ 2 . p H: 1 =4Q V: 1 -4 FILE NO. FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY ME DATE DAT EXP. DATE: 9-30-08 A.G.SPANOS 07-02M • PROP. EXIST. EXIST. EXIST. EXIST. PROP R/W R/W R/W R/W SOUTH 67' R/W R/W NORTH 126 ' 1 30 ' 50 ' (EXISTING) 50 ' 15' 8 21' 22 ' 38 ' 55 ' PROPOSED IMPROVEMENTS LANDSCAPED g' 6 ' g'± 26 ' EX. PVMT PARKWAY LEGEND. ABBREVIATION & SYMBOLS LAND- SIDE- 16 EX. AC 18 12' 12' DIKE 18 EX. SCAPING I �� WALK PVMT EX. PVMT 11 14 ' SUTURE M�DIAN EX. PVMT 18 O AC PVMT 2' VARIEt/4 ' VARIES PROPOSED EX. EXISTING 711 © g3 AC PVMT VARIES BET GRADE PROP. PROPOSED -1.07% & -1.83% VARIES BETWEEN 2' .--*— 16 EX. AC 8 EX. BERM VARIES BETWEEN P 4:1 — ——" 2.0% FCURBe -1.04% -2.24% —— — ———— DIKE -2.07% & -2.19% ® CURB 12% FOOTi SLOPE �2:1 SLOPE WTR WATER I I -—— —— - --=---- tEX. EX 2:1- — �_________________________ (ASSOCIATION SWR I I COMPACTED BASE SAWCUT 14GROUND I IMEANDERING 12 PROPERTY) SEWER VARIES BETWEEN CURB 4 \—qAWCUT 14 BASE COURSE I i SIDEWALK O RIGHT-OF-WAY I_ � SUBGRADE COURSE - GUTTER R/W RIGHT OF WAY JOINT UTILITY 1.55% & -2.40% TYPICAL SECTION NTS COMPACTED SUBGRADE I ' —JOINT UTILITY TRENCH URBAN ARTERIAL HIGHWAY ——I TRENCH SD STORM DRAIN TYPICAL SECTION NTS STD. No. 91 MODIFIED PER COA EP EDGE OF PAVEMENT COLLECTOR STREET STD. NO. 103A MODIFIED MCCALL BOULEVARD ANIBLOPE ROAD CASH - IN - LIEU OF CONSTRUCTION STL 45+21.24 TO STL 48+75.00 c�G CURB AND GUTTER STA. 1+00.00 TO STA. 1+25.00 AND CASH-IN-LIEW OF CONSTRUCTION FOR THE LANDSCAPED MEDIAN (T.I.=10.0, R=51) TC TOP OF CURB STA. 12+00.00 TO STA. 12+50.00 (7 ' SOUTH CENTERLINE) REQUIRED ON MCCALL BLVD, HAS BEEN (T.I.=7.0, R=18) PAID TO THE COUNTY OF RIVERSIDE ON THE AMOUNT OF $ GB GRADE BREAK PROP. EXIST. EXIST. PER AGREEMENT DATED / / ACCOUNT # __________________ FL FLOWLINE R/W R/W 67' R/W EC END CURVE 30 ' EXIST. 8 R/W ORTH R/W R/W PROP. BC BEGIN CURVE 15 22' / 126' I ECR END CURB RETURN 9 ' I 6' 9'± 18' 12' 16 EX. AC 18 50' (EXISTING) 50' 26' LAND- SIDE- DIKE EX. 18 I , WALK PVMT 12 ' 38' 55' PROPOSED IMPROVEMENTS 21 ' LANDSCAPED BCR BEGIN CURB RETURN SCAPINGI1 © �3 AC PVMT PARKWAY CONST. CONSTRUCTION „ VARIES BETWEEN 4:1 6 -1.83% & -3.22% 26' EX. PVMT 11 EX. EP 2.0% 2' VARIES 5' 1 ' VARIES PROPOSED —i CURB9 14 ' FUTURE MEDIAN GRADE ST STREET I I _______ J EX. PVMT 11 7, 7 , EX. PVMT 18 AC PVMT 114" PER — ——- FH FIRE HYDRANT I I ggSE SAWCUT 14 VARIES BETWEEN 8�� 4.1 I I COMPACTED O EX. CURB & VARIES BETWEEN 2' 16 EX. AC DIKE - 12% FOOT SLOPE I_ SUBGRADE COURSE VARIES BETWEEN —_ EX. BERM -1.66% & -4.73% __ — ———_, 2.16% 4.70% ® CURB (A SLOPE PVMT PAVEMENT -2.20% 6 -2.70% GUTTER __—_ — (ASSOCIATION — ______ __ ______— I I JOINT UTILITY GROUND 21 > ` -——————— BASE I I MEANDERING 10 PROPERTY) TD TOP OF DIKE TRENCH TYPICAL SECTION NTS FUTURE 4 SAWCUT 14 COURSE I SIDEWALK TB TOP OF BERM COLLECTOR STREET STD. NO. 103A MODIFIED MEDIAN VCOMPACTED I__JOINT UTILITY ANTELOPE ROAD TYPICAL SECTION NTS SUBGRADE TRENCH COA CONDITIONS OF APPROVAL STA. 1+25.00 TO STA. 3+75.00 URBAN ARTERIAL HIGHWAY CB CATCH BASIN STD. No. 91 MODIFIED PER COA (T.I.=7.0, R=18) 11CCALL BOULEVARD STA. 48+75.00 TO STA. 51+39.15 DIRECTION OF FLOW LINE PROP. EXIST. EXIST. (T.I.=10.0, R=51) R/W R/W EXISTING EP 67' R/W 30' - - EXISTING AC DIKE / C6G PROP. EXIST. 15' 8 22' R/W R/W PROTECT EXISTING STREET 57' PROPOSED IMPROVEMENTS LIGHT IN PLACE g ' 6' 9'± 18' 12' 37' DEDICATED R/W PROP. 20 ' ROAD 6 PROP. 25 ' GRADING LAND- SIDE- 16 EX. AC UTILITY EASEMENT AGREEMENT NOTE: A NOTARIZED LETTER FOR PERMISSION TO GRADE THE PROPOSED STREET LIGHT SCAPING 1' WALK DIKE 18 EX. 3 30' � © Q3 AC PVMT PVMT 5.5' .5' 8 ' VARIES DRAINAGE AREA IS IN FILE OF RIVERSIDE COUNTY FUTURE STREET LIGHT BY OTHERS 4:1 6., EX. X TRANSPORTATION DEPARTMENT. 2.0% EX. CURB 5' 9.5' 22 ' 13' 7 ' 2 ' 4 ' VARIES DATE OF LETTER: 02-06-2008 I CURBOS — —� ——— 6 DECORATIVE SIDE- LAND- SHOULDER REMOVE EXISTING PAVEMENT & FENCING WALK SCAPING AC �'- PROP.DIKE � REPLACE IT WITH THE PROPOSED j COMPACTED7 BASE SAWCUT 14 X © PAVEMENT DIKE PAVEMENT SECTION OF THAT I__ I SUBGRADE COURSE ——— I 2.0% CURB (5 2.0% 2.0% 2.0% , , - VARIES BETWEEN PROPOSED 2:1� —�I �— —y �?f -� STREET 1.90% 2.85% TYPICAL SECTION NTS JOINT UTILITY GRADE I I DAYLIGHT TRENCH COLLECTOR STREET STD. N0. 103A MODIFIED I BASE COURSE COMPACTED 0% LINE LOCATION PROPOSED PAVEMENT AlN'lBLOPE ROAD SUBGRADE 2 JOINT UTILITY GRADE 2% MIN. STA. 3+75.00 TO STA. 12+00.00 AND L—— TRENCH 4 ' WIDE-) TO DAYLIGHT SIDEWALK EXIST. TYPICAL SECTION NTS RIP-RAP R/W STL 12+50.00 TO STA. 12+86.36 COLLECTOR STREET PROPOSED 2:1 SLOPE 30 (T.I.-7.0, R 18) 22 '-10 '± MODIFIED STD. NO. 103A VARIES SECOND SUPERVISORIAL DISTRICT STANDARDS COLD PLANE, GRIND AND 16 EX. AC (T.I.=7.0, R=64) AC OVERLAY BET DIKE 9�± 2� 2' MIN. GRIND AND OVERLAY @ PROPOSED 2:1 SLOPE 8 '-20'± 3 AC INTERSECTION OF ASPEL ROAD 0.10 ' MIN. THICKNESS SAWCUT AND REMOVEI y 0 18 EX. 3 GRAND AVE AND OR AS DIRECTED EX. EDGE PAVING 2' MIN. 14 AND RIP-RAP 2 ' PVMT PVMT ANTELOPE ROAD (SECTI( N C—C) NTS CHANNEL6" 2:1 DIKE 0 EX.� a EXIST. PAVM'T -- __ __________ — NEW PAVEMENT EX. GROUND--""' ROUN —————————---- m F_— BASE SAWCUT 14 RIP-RAP COD C SUBGRADEOURSE VARIES BETWEEN 2.01% 6 +0.46% TYPICAL SECTION NTS 31 c� DETAIL A- PAVEMENT JOIN DETAIL NTS COLLECTOR STREET STD. NO. 103A MODIFIED cp 0 NOTE: ALL STRUCTURAL SECTIONS SHOWN ARE MINIMUM. cu DIAL TWO WORKING ANTELOPE ROAD o BEFORE DAYS BEFORE FIELD SECTION MAY INCREASE DUE TO R VALUE. YOU DIG YOU DIG STA. 12+66.38 TO STL 13+75.00 o TOLL FREE A PUBUC SERVICE BY 1-800-227-2600 o ALERT T.I.=7.0, R=18 UNDERGROUND SERVICE A NOTE: SEAL-COUNTY couNTY of RIVERSIDE SEAL-ENGINEER A L B E R T A . BENCHMARK: PLOT PLAN 21558, IP NO. 070148 SHEET NO. N WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT QapFESSra, CIVIL ENGINEERS CD SHALL NOT COMMENCE UNTIL AN �,� N Nc� WEBB 3788 McCRAY ST. COUNTY OF RIVERSIDE n142-r3ll%0 PROVED B �t ` RIVERSIDE CA. 92506 ENCROACHMENT PERMIT AND/OR A SEE SHEET 1 2 GRADING PERMIT HAS BEEN ISSUED. -2'•08 _� `"-� A s S o c i ATE (951) la7o STREET IMPROVEMENT PLANS rn THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ALAN D. FRENCH, P.E. DATE ° NCI, C49405 70ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. R.0. 702 E 1 1-08 �• `}30� OF 8 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR �? CIV%� � ,� cnnL PREPAR BY: C49405 SCALE: DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE 5: /Z7/0� - R.C.E. NO. FOR: W.O. COUNTY 9 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS '�aF C H: N/A V: N/A FILE NO. 14 FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY REC NDE DATE DATE — EXP. DATE: 9-30-08 A.G.SPANOS 07-02M L= L=68. 69 ' PROP. TO 28.15' - - OF 6' DIKE 10.29 "' T=50. 00 ' _ _ 11.85 >mo - - - -- _ L=39.27 w 00 _ r\ 6' °D ol v >m _ _ PI=153184 _ oo v v r- v .6, In 22.55 In N o o _ - a N Lo 1029 _ PROP. TC h cu `�' Lo o n ELEV=1531.72' co a� In v m '�' coo wco - - - _ v � Ln In �-, �, 22 LT OF CL e In In I w v � LEV=1531.72' - >In w r, Lo 1 -_ TAN�.95% 80 . 00 VC 00 , CUR$ RETURN TAN�.95% 4 _. _ 'j 4 A�4 4 - P I 1553. B0 S !� v cv A ELEV_1531.4i' �„� r�� M o v Lj 46 �� m L° L° °Rr SEE DETAIL- A 1530 _ 1530 T O S Ln I - ELEV 1531.49 . ti t_ _ - 1545 1 - - co ao c ao v p �� OF TAN -1.31% a� Q'n Lo � `` '' - 3 0 - P I - 1533. 11 TAN- 0.51% w r' TAN m PT 9�0� co Co 1 0 Leo , PORTION OF 300 00 ' VC rntn In °°°' DGo m SO o m s�0 00 • v . co v 50 . 00 ' VC PI = 1531 . 84' -11.41% o + InLID�cu �g, V + o cn Ir? P I - 1530 . 38 ' L=54.31 ' C + + m m LID 00 c, Q �► m m N + m - r�In � Li cv r\ cu u Cuco w rl_r` o u cu , TAN=1.5% o � � ao m rl_r` r,co u rn ao m w _ CD � _ � m � �� m LD ��; N �; -� �; DETAIL A - - m co _- �., L:o a cv m m Go .� c m m a a �,� a v LL7 m o o v Inm co > + om m �c co Q � �vlmn LID > + m cti' o cCD n _ _o + Ln 5 CU + In am + - 4- m m m m ` °° `*' �� , �, + + r>7 __ - w + CURB RETURN > Ln >Cv + In Cr)m C) O L a� M sm-�`� C � -1 " `-I f�f j r' lC7 V N w N w� o � �� Q ©_ % d Er m o o - In - _ -o GP 0.97% q �' Ln ao o�, + N� - TAN=-2.17% q d q m + In Ln+ In Go - cu _ + L'nn + > p �Q 13+52.31 CL CB.# 1 9 q co o rD Q 1531.81 FL 1545 CL OD r.; RjIaN 1531.fi4 TC, �530 L T 25 00 ' VC - '�'��,� o In Lo Co p1_ , 0� 3 In�� TAN=-4.72% P I = _ 1551 . 82 .S Go o'i 1 00 �Ln coo PROP. GRADE _ O� o Lm m S�0 • 00 , o m 00 PORTION OF 300 . 00 ' VC CL cn 100. 00 ' VC o EX. GRADE PROP. GRADE r'- 43. VC N + m - �00 PI = 1530 . 43 ' __ _ m PI _ 1533. 34' rn o CL mm r-Ln N _ c+v. 00cu__ LLo _ r-m __ c'?Q 0000 v, o, °' -1 @ CL a o + In LID m Ln m Ln rn m r`-- v-r In - N + c, o w °° �' + In Gmo m Aar; CO Lo l w c° v m v m Q m rn cQ rn r` °+° °C O° _ r`rn a cu"`' +In o m m ao m + In �. cu cu In v w m y �1. m LID to Cj �' N + m Ln m m m v + m c� +m Lva cv `-' m w, _ CD In 6 r, -� rn n r, m�-, + +Ln + > Lo In In Ln Ln + m ti IZ - - �' m LLB(O O�� e-i M ti ti m + i �m > m ¢ - Tr o curt Q 0.95% _ w �., cn o _ 1 GP - _ Z m u N '°0 �N� C\ , 4+02 32 ASPEL RD= TAN=2.99% S m �cmir - - _ _ - 6 T CD >°? 'QTr - cn vo-15+91 : 13 A STREET EX. GRADE Q,gIn - qti, m ON P I - 1530 67 Cv • CL 4 LO - A , :_v 0 F . 1545 RT r` � -_ PORTION OF 300 . Q0 _ Vc Ln CD PORTION v S LD m 3 In rn v 85 : 56 VC ? _�r, 1 QO _ _ _ 3 0 vv �v _ 000 000 m o S 0 0 o cmC°cxi co all PI = 1533. 53 �Y L=53.63' _ _ _ TRANSITION- OF u v Q + - o v r-cu 68'' liC + n i' w c� _ rn +►- >Ln >v m cn In Cu - o ,_ DIKE TO 10 . 8" DIKE H I__ Ll_ CQ rn Lnm PI=1531 .57 M - _ °° m co cu + C° r-In Y a - _ � J o M LID L too _c�a cn v m m r-m N ao m ID In •H U-i r,u_j c� co LL_ _ m m CU cD +'m + m y r� Cv v-,v m a w m w I c_ - w o �' Ln m Lv m -Li- w Lo I--C� �,j N �, N N a0 � C . � CU M N N m CD cv M m m m + Co Cu , m m += r-r- co co m m v m c� In m r�Cuc o m - In m r-m + Lt3 mflo r` ct1 v + In Z to m c� c r) + m + c�7 + m _ 25 . 0 0 V C U U r- + ,n co ao > N r, N LD mco m y In m y m c., + m Ln > In M Ln 2:Ln m L�N R► c u m to cu > m + c to O� r i cu + ti + ti + . m ` ' H cQy `-+CD ti Cn � c-� � � �� >M M � � Ln cr3 = _ N Lo PI-1544 . 75 w _ mLn ocnm mm m m mnLo_ + .W - Ln L , .-, of LD v GO m vo ar PO Z LmnLn In In Ln Ln a 95% w� �, CD �, + � �GQ PROP. TOP OF ter, >w 0.97% A 4 e�4 D 4 �� _PROFILE SCALES _ + TAN=-7.50% ON 8 AC DIKE _ _ PROP. TOP TAN=-1.89% _TAN=3.76% „ _ Z - '� - - - HORIZ . 1 =40 PROP. FL ALONG 13+49. 94 CL C B. # 2 OF 6 AC DIKE 1 J30 V E R T . 1 " =4 ' DIKE TRANSITION 1531 .43 FL INLET CURVE DATA 10 11 12 12 13 14 15 16 17 RADIUS LENGTH TANGENT DELTA C 1 25.00' 39.27' 25.00' 90 °00'31" C2 25.00 ' 39.27' 25.00' 89 059'29" C3 35.00' 54.3 1' 34.34 ' 88 °54'12" Me CALL BL VD z C4 35.00' 53.63' 33.68' 87 047 '25" C5 115.00' 27.23' 13.68' 13 034'05" A STREET SEE SHEET 4 C6 38.00' 68.69' 48.26' 103 034 '05" ,h , - -_�/-- co i' C7 38.50' 84.50' 75.16' 125 045'11" 558BCR 15+44.12 ==_ +44_ - C8 99.00' 61.77' 31.93' 35 °44 '53" PLOT ry ( � x LEGEND 32.14 TC 31.64 FL 31.74 FL co o { '� X n m EX. R/W PER v ,� + ECR 13+62.31 PROP. R/W PER c„ ry w I ' r Ln p co REMOVE EXISTING PAVEMENT PARCEL MAP -12258" 31.67 TC' INST.# 2008-0247757 ram-- � _ 3 1 o M & REPLACE IT WITH THE CONSTRUCTION NOTES EX. 12" ACP 47.32 TC EX. 12" ACP PM 80/20 31.17 FL REC. 05/09/08 46.82 FL D PROPOSED PAVEMENT WTR w/ TELEMETRY WTR W/ TELEMETRY PROP. R/W PER L3+52.31 CL CB. # , 1 1 ' 115 31.62 BCR 14+42.31cn SECTION OF THAT O CONSTRUCT 0.33' A.C. OVER 0.50 ' A.B. CL. II WIRE BC WIRE BC 10+84.39 INST.# 2008-0247757 31.64 TC! 30.81 fL • FL cn 16+34. 9 ASPEL ROAD= 5 CONSTRUCT TYPE A-6 CURB & GUTTER PER RIV. CO. 2 _ 6 pl 32.36 TC E21 8 31 ;' m 51+94.60 McCALL BLVD STREET REC. 05/09/08 In W=4 ', H=4 ' 9 STD. NO. 200. 3 31.86 FL 6 15+45.21 �. 3D PROPOSED PAVEMENT © CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. m EX. 8" VCP SWR 400 & 401 (W=5') \ 51.78 TC C5 41.58 TC r� 3 .48 FL cr3 COLD PLANE, GRIND AND 43.62 TC - cu o 31.34 FL 7` 32.56 TC - o D-7095 7 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 51.28 FL 41.08 FL '�D 5 m � c+�, 66 -- y --u _._ -- _ , , AC OVERLAY 43.12 FL 209 & 209ARO SD �- o2 ;v, 13 . SEE SHEET 8 PROP:-S o 15 1„ 16 �� c 10 1 � 1 1 1 1 3 8 CONSTRUCT 4 THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 25 15 Cu - SEE SHEET 8 0 2 EC G� 11 _ PROPOSED 2:1 SLOPE 403, CASE A. C4 ; ` CONST 20' OF ASPHALT IKE - - - -- * --__-- _ _ __. T `F 0 47.80 TD STREET NAME SIGN PER RIV. CO. STD.. 816. --. ,,. , , .,__ ;.� _ 9 CONSTRUCTS _ ... _ _,: 10 EACH SIDE OF HP R 47.30 EP --- SIDEWALK 28.93 FL 9 11 PROTECT IN PLACE CALTRANS STD A87B TYP R ----- - ----- ---- -- -- - --- ----- --------- - EX. 12 ACP �. ------- - ---- ---- -------- --- -- -- --------- - ------ --- - - �' 39.5 37.8 4.36% - 315 31.1 30.8 28.5 28.0 20 ^rn WTR PROPOSED 2:1 SLOPE 14 SAWCUT MINIMUM 2 ' AND JOIN EXISTING PAVEMENT PER 52.07 T `� '44.0/ FL FL FL FL FL FL FL �'�' �' EX. 4" GAS DETAIL ON SHEET 2 51.57 EP 48.5 FL 4 WIDE L ^�, w; AND RIP-R P 1.00% / 13+54.82 CB# 2 27.80 F BCR 15+75.5 a w .. (50.96) HP 49 FL RIP-RAP DAYLIGHT SEE SHEET 8 00U' ,� w+ m 'o; m 1� CONSTRUCT 6 AC DIKE PER RIV. C0. STD. N0. 212 FL _ ROAD AND TG=32.37 LINE 32.22 EP e} z i o z A �Q, rn EX. R/W PER BC 10+80.51 PROP. 20 0 D 12+94.15 m A o m x 42.17 T FL=31.43 PARCEL MAP 19 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER �o m o x O PROP. 25' GRADING PROP. 25 ' GRADING UTILITY EASEMENT END 6" AC DIKE PROP. 25 ' GRADING EX. R/W PER x m o n 116, PM 29/30 g RIV. CO. STD. 207A 41.fi7 EP 14+02.32 ASPEL ROAD PARCEL MAP AGREEMENT AGREEMENT INS #2008-0247758 & BEGIN DIKE 15+91.13 A STREET AGREEMENT n N 1� CONSTRUCT COMPACTED SUBGRADE SHOULDER. WIDTH AS SHOWN REC. 05/09/08 TRANSITIONy 12258, PM 80/20 ON PLAN 14+12.65 END EX. 8" CML&C w PIVI. Pl\], 1- r-)rDIKE TRANSITION & PROP. 20 ' ROAD & �i8/2€?-30 REMOVE AND RELOCATE EXISTING ELECTRIC VAULT BY OTHERS r 3 J ' / 3 0J J 1J BEGIN 6" AC DIKE UTILITY EASEMENT WTR PER D-9802 N INS #2008-0247758 MC ALL BLVD di cr REC. 5/09/08 Q 2@ REMOVE AND RELOCATE EXISTING POWER POLE AND GUY SEE SHEET 5 CL ANCHOR BY OTHERS 30 RELOCATE EXISTING FIRE HYDRANTS 23 EXISTING TRAFFIC SIGN. SEE PP 21558 SIGNING AND ASPEL ROAD For O STRIPING PLANS FOR DETAILS 31 REMOVE EXISTING GUARD POSTS cn ® COLD PLANE, GRIND AND AC OVERLAY (MINIMUM 0 REMOVE EXISTING VENT PIPES NOTE: A NOTARIZED LETTER FOR PERMISSION TO GRADE THE N DIAL TWO WORKING 0.1 ' OVERLAY) 38 REMOVE AND RELOCATE EXISTING FEATURE BY OTHERS DRAINAGE AREA IS IN FILE OF RIVERSIDE COUNTY GRAPHIC SCALE 1 "=40 ` BEFORE DAYS BEFORE © ADJUST WATER VALVE TO GRADE (COMM. RISER) TRANSPORTATION LETTER: DEPARTMENT. EPAR 008 11 YOU DIG YOU DIGDATE a TOLL FREE A PUBLIC SERVICE BY 1-800-227-2600 28 REMOVE EXISTING STAND PIPE 66 REMOVE 24" CMP AND ASSOCIATED DROP INLET 40 20 0 40 80 120 o UNDERGROUND SERVICE ALERT 0 NOTE: SEAL-COUNTY COUNTY of RIVERSIDE SEAL-ENGINEER a L B E R T a • CIVIL ENGINEERS BENCHMARK: PLOT PLAN. 21558, IP NO. 070148 SHEET NO. SHHALLCu WORK CNNOTAINED WITHIN COMMENCE UNTIL AN PLANS � TRANSPORTATION DEPARTMENT � EMSrOA,'�C 37BB MCCRAY ST. COUNTY OF RIVERSIDE c p, t A PROVED B Q4' �tiN `�4,c► WEB RIVERSIDE CA. 92506 ENCROACHMENT PERMIT AND/OR A �4� �. ,�� , s� SEE SHEET 1 GRADING PERMIT HAS BEEN ISSUED. ,s•Zg•�$ r� `< A s s o G A T E s (951) 686-1070 STREET IMPROVEMENT PLANS 3 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR V M 45M ALAN D. FRENCH, P.E. DATE at � C49M A ASPEL ROAD ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �• �"31-0 R.0 702 1-08 EXP. `3-30'4 OF 8 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR n ?�r� �T /Z�rC ,pj' CIVIL P AR BY: �'" 49405 SCALE: DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE SATE BY MARK APPR. DATE R.C.E.R C E NO. FOR: W.0. COUNTY FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS �� QF C _ H: 1"=4� ' V: 1"=4' FILE NO.�� FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY I ECO EN DATE DATE a EXP. DATE: 9-30-08 A.G. SPANOS 07-0209 o^ CD o i o N O�, o o C 1535 - cu _ o rn o j Q m In - _ 00 Ln o t,� _ o In Ln�' / o o Q v O / .CAI_.. O O _ _ m Ln , O Cu o :o In / o m EX. BERM EX. CURB--,, Oc\j Q � •In O Ln - - _ - � m Ln ^ o rs CD / o � ® 38± LT OF CL cxj o o r' v-- Lo r, + j Ln / co r, o r� / o rn v � / � � O � 000 9 u rn CD �� a co vim, ,' o+ I n ,p C) > v o / cu In In C�or,cu o J O v Ln - O O �� I I p in + - O r+ J O Lf7 O + V �� Q O V O O LO J J O cu _- � / co O V - _: _ QLV - >p C1J In _ p CD O � �v / JQ LOn^ V O{r� �� + C\I � ' UC�l7 �W Om rn / EX. BER m o o" EX. BERM o O A°L� + f In cn m_ __ _ __�Q � , Ln + _ A, / In o c,-m ,r;i w c� �n s . cfl Ln � z 0 3a ± T co r, 1525 L T m 1535 0 o v�. L OF CL ^ v 05 .i �, / 08 t LT OF CL O co / v rn o v LC' � � L D7 - J O V cu o _ 3 pc�CU 1 ___ ;_ _._ _ O Q r / Q J CU m / O / LCj o u w / + cu o cv v +. Q m v �, In °�.� o o, Ln _ - _ _ c� / o 0 1 In Ln ,n 0 SG Ln I n z t0 + z o Ln r+ o + Ln In w o v + / cD / 0. 6 3. . co cu � a.--, Ln � CJ o o Ln co� � r, o / 1 0 / • In cu ti _ _ _ _ _ i cu p v In m Ol_ 0 _ _ + -W �r / �-, o � 3 r, / O h- - � Q �In + rn i X. GRADE + 2 cu + o � o to � Ln: In v o mLn o v Ln rn A°I•/ O h CO v - _ __ N m- _tri O __ _ O _ 1 _ __ _ r, v m A cv cv� oo l � o m ao 0 c.� ev / `' / C O ^ + o In � EIVTERLINE ' , o r, c� -( �- o + o i O ^ / o In r` �3 In - > Ln _ .m z 1 _ r, _ - o r, CD + o v O °' °�� o r`r_ Lu o m - i J v , Ln _ o - __... o rn - - O W Lt7 / Ctj + Cll c3 `�+/ ^ o v + EX. GRADE ® Q ��- cn o 3. o r, v m m y 5% U� o p In o �/ o ao O o-- o � CENTERLINE � ►-•� + o _o � O , 0 0 CD o co o m In o o + cu Ln r� In w o + r, o I- o ,r, oti o � Ln� %� ' om � m I--I %� o' cu a w + - o 0 o v r. 96 - u� In - 9Q/ w.._ r�� ^ Ln m cy) v 0.51 REMOVE EX. & o + rn o rn Co o <3,• ./ o N ��/ EX. GRADE ® o w m -� o cn v �2� REPLACE W� o -qx In C + / co Q In _ - CENTERLINE x cn _ p i� . v-- / NEW PVMT + `- o co °D 2°ti� O co It) �-, c�J �, _ v 0 cu , - _ %l COLD. P N 't _ rn + 2 o �/ O N m � 525 CL H cu m o > to In 1500 8L �, ti O C1J' Ln A .-. '.GRIND AND V �. � � o W Q � _ 0 ERLAY r, CO cu + In - cv A%� , .: to w � c� In Ln o m a r, C' r\ J q � v CD � . . RT co 3 I� r-, rn + � 0.1 MIN I- 9 0 v Q , o__ _ as _ 3 . _ _. . _. + c 0 Ln � . � / C-u `. + to �t� � Ql +v J ao In m cU rn l EX. GRADE 0 6 i > J Ln ter, v � v 2 ^ Il In Ln [-i N Ln Q; - rn O _ v CENTERLINE v v v v m + 1 CC) r+ v m o 0 In rn TAN=6.39X a N + 3 99i ^ + rn to - Lu r, `/ o p �=, - c$� co Co LL m v � t� + 2 a z O �r / co cu CU O M In o A C.J �. O O O. � O C9 + LC) CU + O m r O Q pp In O �.� O U C� COO O In + 2 Ln o o PROPOSED TC + o ter., 53 ►� m cu z'm o 0 3 ,^ v i� cD v PROP. TC 55 o r, Ln m 0 55 RT OF Z o o + o LC3 Lu o _ c1 - rn �► oo �� m =� 47% ti C3 iri o In RT OF CL 8 CF In Ln 1• CL {8 CF) o > v o v O In - _ °�• © - + M v - Q rncu O + rn O m �-, + t v r, o cu EX. EP 0 26 v %1 .- v c , m In o In aQ' 2. J o g �-, o rn i t� In o + Q o m PROP. TIC ® + RT OF CL 0 � v °� ao Lc t[7 5 0 � ti In 5 1500 : RT o 5 5 RT OF 5 0 Q m 2 � o Q cr, o CL 8 CF` c� 'co o In v-- A3%� EXISTING TC 0 Ln r-, ( ) > cu o In _ _ _ - W _ - - o _- - _ _ _ _ - - - v Cl o co r\In O Lu o v cu v 38 RT OF CL �, v _ _ %) _ _ orn 21 grn - - _ + + o CD cu _ + �2• / 3 Qr ' M In CD PROFILE SCALES H - ORIZ . 1 40 VERT . 1 -4 42 43 44 45 46 47 48 49 50 51 51 52 53 CURVE DATA RA IUS LENGTH TANGENT DELTA ASPEL ROAD C3 5.00' 54.311 34.34' 88 054'12" C4 5.00' 53.63' 33.68' 87 047'25" C5 3 .00' 55.82' 35.85' 91 022'17" V � �\ �� ('"J � PNl _N _ EX. 12 WTR 1 116/ 20-30 C6 180 .00' 1128.78' 583.64' 35 °55'49" 45+22.04 MCCALL BLVD= 3 0+00.00 ANTELOPE RD. PER D-8744 45+21'.24 EX. R/W PER EX. R/W PER 51+94.60 MCCALL BLVD= EX. TEL EX. AC (1503.23) PARCEL MAP 18570 EX R/W PER 16+34.99 ASPEL ROAD PARCEL MAP 116 11 DIKE BERM PM 70/80 EX. TEL PARCEL MAP 1.8570 j PM 29/30 E-+ PER D-9802 EX. AC DIKE EX.4" GAS PER D-9802 PM 70/80 EX. TEL PER EX. CMG ( w EX SWR -H 2 11 , EX. 8" 11 EX. SWR MANHOLE EX 8" VCP m MANHOLE 44+75.00 - EX. 4" GAS-,,,4, , SWR BEGIN CONST. 34 _ 1 45+22. 4 SWR PER D 7094 - O m o m EX. SWR EX. 12 / (1503.13) D-7095CO In m 'q C MANHOLE 11 FUTURE MEDIAN m oO1502.13AGP WTR c*, In 43 BY OTHERS EX 8" SWR 11 31.44) w- --- --- -------- ---- +I 44 _ _ - - - - -- -- 44+850 Go .00 45 --- - : _ -------- -------- - -- r� 31x06) - - - -- X.. PVMT W + EX. EP 4& ----- ----- ------------ -- -- B6 PVMT_ 1502.41 EX. AC m: --Ln m EX. 36 SD g � 1 31 ea 49- -- --- EX. C&G � g4 cu ; - 50 , -- -� - r 66 In ,�. 18 2 H _ 7 3 2 PROP. SD 14 51 14 - 36 , 52 lCJ _ DIKE 6 . , , r , � eu 1$ o " - . co In In PROP. SD , a' -- - __ - SEE SHEET 7 32.83; cu X A __ m E C DIKE 16 .; __-___ - . SEE S EET 7 _ -- _ _ . ._ _ EX. $ CML&C WTR -- EX EP __ I C4; PER D-9$02 r E� 08 FL __ U� 38 C5 SD LATERAL 52+50.00 EX. 12 WTR EX. R/W PER ! FL 8 9 In PER D-8744 903-UU 13 = (33:20 EP) f ` - 31 JOIN EX. EP 11 X. ACCESS ECR 45+81.21 RAMP L 18 478 TCROP. :R/w PER 1 EX: R W PER EX. R/W PER 02.81 8 / INS .# 2008-02 1 CONSTRUCTION NOTES FL 4.11 FL5� PARCEL MAP 12258 BCR 51+39.15 PARCEL MAP 30.42 TC 8 J REC. 05Lo�o8_ PROP': R/W PER c i 12258, PM 80/20 INST.#�ZooB- 9243�3 29.75 FL I k -;r PM 80/20 O2 CONSTRUCT 0.53' A.C. OVER 0.50' A.B. CL. II 3 BCR 0 1.3 """"---.,ALPWA TRANSVERSE ` 9REC. os o o , I GRATING CB,-S -- - _8_- ECR 15+45.2 I + 6 1.71 TC SEE - 1 O3 CONSTRUCT 0.33 A.C. OVER 1.03 A.B.. CL. II ECR 52 40.15 . 'L © T PLAN 158` 1 32.37 `TC, 31.87' FL I ; �I (32.83 EP) I 3.21 FL SHEET 7 ® CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. NO. 201. 29.50 FL © CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 ANTELOPE ROAD ASPEL ROAD SEE SHEET 8 McCALL-co BLVD m (W 6 ) SEE SHEET 5 16 EXISTING AC DIKE TO BE REMOVED LEGEND SEE SHEET 3 g REMOVE & REPLACE EXISTING A.C. PAVEMENT WITH PROPOSED 31 REMOVE EXISTING GUARD POSTS 0 Q � I� CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. 209 & 209A 18 A.C. PAVEMENT REMOVE EXISTING PAVEMENT & 3 EXISTING TELEPHONE RISER TO BE ® CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403, CASE A. REPLACE IT WITH THE PROPOSED F O9 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. 816. EXISTING TRAFFIC SIGN. SEE SIGNING AND STRIPING PLANS REMOVED AND RELOCATED BY OTHERS PAVEMENT SECTION OF THAT FOR DETAILS 33 REMOVE EXISTING CROSS GUTTER SIDEWALK STREET En = 11 PROTECT IN PLACE ® COLD PLANE, GRIND AND AC OVERLAY (MINIMUM 0.1 ' OVERLAY) 34 ADJUST SEWER MANHOLE TO GRADE N DIAL TWO WORKING CONSTRUCT 4" THICK MEANDERING SIDEWALK PER RIV. CO. STD. NO. 404 2 ADJUST WATER VALVE TO GRADE O PROPOSED PAVEMENT GRAPHIC SCALE 1 "=40 ' 0 W-5 , f3� ADJUST STORM DRAIN MANHOLE TO GRADE > > �� tllo YOUBEF DI DAYS BEFORE ( ) ® REMOVE EXISTING STAND PIPE 36 ADJUST TELEPHONE MANHOLE TO GRADE YOU DIG YOU DIG a TOLL FREE A PUBLIC SERVICE BY 1-800-227-2600 14 SAWCUT MINIMUM 2 AND JOIN EXISTING PAVEMENT PER 30 RELOCATE EXISTING FIRE HYDRANTS COLD PLANE, GRIND AND 40 20 0 40 80 120 o UNDERGROUND SERVICE ALERT DETAIL ON SHEET 2 66 REMOVE 24" CMP AND ASSOCIATED INLET AC OVERLAY I n NOTE: SEAL-COUNTY COUNTY of RIVERSIDE SEAL-ENGINEER A L B E R T A . BENCHMARK: PLOT PLAN 21558, IP NO. 070148 SHEET NO. N WORK CONTAINED WITHIN THESE PLANS QEsslph CIVIL ENGINEERS CD SHALL NOT COMMENCE UNTIL AN TRANSPORTATION DEPARTMENT w 3788 McCRAY ST. COUNTY OF RIVERSIDE p, t PROVED BY �� e.SN M`C'��` WEBB RIVERSIDE CA. 92506 ENCROACHMENT PERMIT AND/OR A ��4�° y J� �� SEE SHEET 1 4 GRADING PERMIT HAS BEEN ISSUED. h �.Z,.� ., r �`,� (951) 686-1070 STREET IMPROVEMENT PLANS A S S O C I A T E S THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ALAN D. FRENCH, P.E. DATE °L N0, C49406 70 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �• �' � R.0 . 45702 -31-08 EV• 9-3o-W MCCALL BOULEVARD OF 8 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR CIV1� �► CIVIL PR ARE BY: DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE �l� 1• 49405 SCALE: FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS Cf CAI! S �Z7/Q 7lF - R.C.E.R C E NO. FOR: W.0. COUNTY FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY REC MEN DATE of c DATE EXP. DATE: 9-30-08 H: 1"=40 ' V: 1"=4' A.G. SPANOS 07-0209 FILE N0. g4qo- tk o Ln m In cU 0 m In _O EX. CURB �- ► ,c / p + _ 4 I� 38f LT OF CL o + m � rn a vrn o v Ln v / p E TOP OF BER 100.t?0 VC o a n / ^ ,n m - 1505.22ao Ln - _ o m , �,�, + v -PI _ -- o -a m - o a, p m Lo m @ 9 LT OF. CLu� - 1500 -- + _ o rn m _ _� Ln _.. 50. 00 - VC ._ _ � _._� o ,. pN � �-, � N � tr_o + N Ln PI 1503. 96 , o cD "T m + m co _ o m / Ln� L-55.82 0 0 © pT, ® �, _� LT + � 0 1540 LT N � CD o _ Q �� Uo CD + od - ocU v�, �-,c� c� PI=1503.34 _m In .O _ o' Cuo >yn o co Ln / Q ch �- i- cn r, m N m N Ln c o + In w p p _ _ _ U v; + + In U rr p >+ cm m 96 e LC7 , �„ _ 5 Ica + m Q'^ - rn m 01 �� N 2 Q pfz� to + v v m •r'- o o m p Q L[) / Lf7 c+ // U O Ln pp m �: CJ7 U O C> t9 ti _ [--1 O a Cu / / w ti .r-i r' 1!7 L U +Ln > a CD W _ LC? �-� - • Ln 11 J _ _ Ln CD o Ln o v . m CD 4 0 . O o 4 rn _ _In / 4 4 0 O Co / ►`ri a j o am m � o / p O a o o ! ) PROP. TC @'' + m m U1 � / 2 _ _ _ _ _ _ u, + � : 3• - .39 CL CB:# g u,a + �� Lr� Ln TAN, 1 .Q2% _ 22 IT 0�' CL Ln r, •A C7 , _ ! .77 TC + m lr, 2 W FO+�9�7 15 _ _ o 1500.41 INV _Oa 9 0 o g% W + Lo o / M _ 19_ 5p5 m _ 2 o U1 m o- % 1500 15. 0 i_ _ _: o _100.. _ 4 --� _ w 00 VC _ P 1500 L T + r� 2• o • o � 6A1 i p ^ 1540L a P I = 1504. 0 , op' o0 o m r, + W + c - �3 0 CD-' _ 2 a p o In + n L T �, r- + Q o p oo �, o CL Ln LO w c� Lr rn N" o; In CD �> 0 8% m E"' _ + + --o - _ v ao_ _ . 2 CD [--•� 55 35.fi$ MCALL '8LU4. z o: Ln C c't + w o Ln ^ Q rn v Ln + v, Nv U o m ►� 0+00.04 CIRRUS ',DR o vIn rn o o >+ �r {n - o �[ cn o m � o 1 v m� . N v ' °�+ v cc� o v m.� m. + 5 o v In Ln + U a❑ 5 0 E-•I p to ' Fj /, } r. ' Ln m �aD m o c0� ` PROP. . PROFILE Ln o .� o � In - o r, rn m m co + m r-,� o / EX. GRADE C o 0 � U � CRO�YN � CL I,n . m cU ao O o � m ` 1 .2 _ _ _ _ _ _ > a�r - o Ln W � 0,.79X _ N: � CENTERLINE p N ` > ,n o� ��-, 0 .3flX _�----- -_ , o / + Q m r, ___ r, _ _ to m Lr, 0 .32 ct, o EXLn . EP @ 26 z1Lh o >- GRIND!AND FILL / - .. _ .EX __G > a RAD _ _ 'ITRT OF CL ct � o Ln � TAN 3.06% 0.30 AC v A� @ CL Ln Lu o _ o y ,� > CDw p p O / p� + M m F--f U-' r o _ In o v 96� LL I- w u o'm n o 1530 _ 2 -- _ o 1500 . 1540 RT ►- z . . �n _, _ N o _ cn o c� _ CL � CO + N w w + In S -- PT o p cr) 60°� cn Ln • O w OC oc� _ _ _ _ _ _ � � co , In o o.m EX. €P @ 2f p.o o m rnN + In + o r, + / v _N p m - m o m ;In _ _ . a m o _ cY-� RT OF CL v o c� a o J _ v 0 p + : Cf7 .. p m o 0.01 LL v m ; o C�i o m � ,- i m a o o- :In cn "" m Ln I n o +yr, + p LEA CQ rn ao O p + 'r' + N N CD O CU E'U + v L6 Cu O t+ - cf , In � ; EX. PROFILE @ - PROFILE A_ SC LES GUTTERLIP @ __ HORI - 18 RT OF CL Z . 1 40 1 30 1500 RT VERT . I =4 ' PT 53 54 55 55 0 1 2 3 4 5 5 0 MP. Iro D/W 15 WOV1DED FOR EMhO SI zww AMINTr-NANGE• Emwj> M t D CURVE DATA ,- _ _ �� - J�) �. co Mc CALL BLVD SHALL PKoviCe TRAFFIC CON-col. �J�J� J � J J J z LINE RADIUS LENGTH TANGENT DELTA If SEE SHEET 4 pwfzll% � op RATioNS � ewe C8 1800.00' 1128.78' 583.64' 35 °55'49" 7- o - i N- ,; o (---" 23 cc APW , AA VERSE 55+35.68 McCALL BLVD= 11 EX. VENT PIPE °C � � : o� �-� � r � 12 ;� � GRATING CB SEE \'1 PLOT 0+00.00 CIRRUS DR. x Q > o o : 14 41 r I�- PLAN 21558 O __> w IZ a r` SHEET 7 O EX. R/W _r- 00 CD I I 18 w�r v + j 2`J-41.65 � 14 � D O • EX. TEL PER EX. C6G BCR 0 91.39 -- °C d w w 3.71 TC - - O D-9802 rCI- EX. I EX. R/W PER ELECTRIC 3cl: I L , ;, 3.21 FL PR P. 12" TR E-+ _. co VAULT = 3 66 _ PARCEL MAP 1258 -- " �, _.. 0+97.39--CL CB #9 ' PER PP. 21558 PROP-. R/W PER W �" W�� o PM 80/20 8 03.77 TC 02.94 FL OF WTR PLANS INST.# 2008 04- 57 W _ 9 �EX. 4 GAS 6 � � _._ EX. ST. LIGHT x w LLJ ❑c, _ _ REC: 05Lo�Lo6 _ 6 w a- w 36 6 W-4', H-4 ' 2 6 8 2 I� 12.78 TC O m o C° EP x o�44 co EX SWR 11 2 0 5 X - - W v C8 11 _ _ _ -... � O N 11 � MANHOLE i�,� .___ _: : O L Cn _ 3 __ , aD O UA E .r- GI 3. G �s _ EX, 8 _ r E-+ 4 11 + _ +i 0 2 _ # _ W 3 # U� 3 _- F N00 08 13 W 4 Co rn U� o � N m C� _ 7 F m _ .-- 45+22.04 McCALL BLVD- 51 1 03.9 + +(10.Q: m r, 12.91 LEGEND 50.00 __. € .. 2. o 0 L 0 00.00 ANTELOPE FK) 7 L 4 .a _EX. FENCE 11 _ W 3 2 EX. CCG (03.82 FL) 13 3 23 EX. CCG EX. EP ; . EX. CO . EX. 8" CMLCC SIDEWALK c� w ram` - ! 03.84 3+75.00 WTR PER CD FL 2+ I. 13 2 ND OVERLAY EX. R/W PER EX. DROP 11 FL CHANNEL � a o � _�___.: __ _.� . _�..�_ i EX. R/W A/W PER i 0 (12.59) E--� EX. TOE x F TR. 17730 5 TR. 17730-5 INLET OF SLOPE q D-9802 REMOVE EXISTING PAVEMENT w- 34 1+25.0 (04.31 (03.93 FL ' SEh�QZ Mps EX. 12" ACP EX. R/W PER EX. RIP-RAP 11 6 REPLACE IT WITH THE w 24 2 END NEW PVMT C FL 2+00.13 ANTELOPE RD.= WTR PER D-8922 E-- 4 BEGIN OVERLAY j 23+83.56 MOONRIDGE DR. Q pl - - - PROPOSED PAVEMENTPARCEL MAP 12,258J� JJ J SECTION OF THAT STREET i t 7c'-)) PM 80/20 w o EX. 12 ACP (04.19 FL_ � J J J Co , WTR PER D-8922 PROPOSED PAVEMENT rn _ T - - EX. 12" WTR MC ALL BLVD ~ PER D-8744 r�?�� r J77J COLD PLANE, GRIND AND Lu AC OVERLAY a ' EX. 36" SD I CONSTRUCTION NOTES MOONRIDE DR. m McCALL BLVD ANTELOPE ROAD ff O2 CONSTRUCT 0.53; A.C. OVER 0.50'� A.B. CL. I I 11 PROTECT IN PLACE 23 EXISTING TRAFFIC SIGN. SEE PP 21558 SIGNING cki3 CONSTRUCT 0.33 A.C. OVER 1•03 A.B. CL. II 1 CONSTRUCT 4" THICK MEANDERING SIDEWALK SEE SHEET 4 AND STRIPING PLANS FOR DETAILS 33 REMOVE EXISTING CROSS GUTTER CURVE DATA 4 CONSTRUCT TYPE "A-8" CURB 6 GUTTER PER RIV. CO. STD. NO. 201. PER RIV. CO. STD. NO. 404 (W=5') 24 COLD PLANE, GRIND AND AC OVERLAY (MINIMUM F R 5 CONSTRUCT TYPE "A-6" CURB 6 GUTTER PER RIV. CO. STD. N0. 200. SAWCUT MINIMUM 2' AND JOIN EXISTING PAVEMENT PER 0 0.1' OVERLAY) 34 ADJUST SEWER MANHOLE TO GRADE LIE RADIUS LENGTH TANGENT DELTA 6 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. N0. 400 6 401 14 DETAIL ON SHEET 2 ADJUST WATER VALVE TO GRADE 33 ADJUST STORM DRAIN MANHOLE TO GRADEEn 5 35.00' 55.82' 35.85' 91 2217" oI 0 (W=6 ') 16 EXISTING AC DIKE TO BE REMOVED 28 REMOVE EXISTING STAND PIPE 36 ADJUST TELEPHONE MANHOLE TO GRADE _ DIAL TWO WORKING O7 CONSTRUCT CROSS GUTTER P COUNTY OF RIVERSIDE STD. 209 & 209A 18 O 0 GRAPHIC SCALE 1 "-40 ' BEFORE DAYSBEFO(� 0 REMOVE REPLACE EXISTING A.C. PAVEMENT WITH PROPOSED A.C. PAVEMENT 30 RELOCATE EXISTING FIRE HYDRANTS 66 REMOVE 24" CMP AND ASSOCIATED INLET YOU DIG YOU DIG © CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. 403, CASE A. REMOVE AND RELOCATE EXISTING POWER POLE AND GUY o TOLL FREE A weuC SERVICE eir '-800-227-2so0 © 0 EXISTING TELEPHONE RISER TO BE REMOVED © REMOVE 36" CMP DROP INLET AND 40 20 0 40 80 120 o UNDERGROUND SERVICE ALERT O9 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. 816. ANCHOR BY OTHERS AND RELOCATED BY OTHERS ASSOCIATED PIPE r NOTE: 10 08 L wr D A Lo W 9 I og SEAL-COUNTY COUNTY of RIVERSIDE SEAL-ENGINEER A L B E R T A • CIVIL ENGINEERS BENCHMARK: PLOT PLAN. 21558, IP NO. 070148 SHEET NO. SHHALLCu WORK CNOTAINED COMMENCEHIN UNTILEAN PLANS TRANSPORTATION DEPARTMENT �Qi EMsro�,_ 3788 McCRAY ST. COUNTY OF RIVERSIDE C mp AP ROVED BY: ��" �,t� CC'�.�` t` WEBB RIVERSIDE CA. 92506 ENCROACHMENT PERMIT AND/OR A �° D. �, ,� y GRADING PERMIT HAS BEEN ISSUED. E,`� ti �! ��` �' (95 P686-1070 SEE SHEET 1 STREET IMPROVEMENT PLANS 5 �� W = '� A S S O C A T E S rn THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ��, ALAN D. FRENCH, P.E. DATE °L Na C49405 70 McCALL BLVD 8c ANTELOPE ROAD ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �• � � R.0 4 702 E 1 -31-08 • `�'�'W OF 8 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR CIV%� DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONS113LE DATE BY MARK APPR. DATE 7 �- Z 7 /0 �'-1 PAR BY: R.C.E. NO. C49405 SCALE: FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS au 5 < 7� FOR: W. O. COUNTY OF c � J H: 1"=40' V: 1"=4' FILE N0. � FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY EC END DATE DATE EXP. DATE: 9-30-08 A.G. SPANOS 07-0209 5 OPENING IN PROP. 6 1 0 ctl m / co g THE BERM TO DRAIN` AC DIKE co L9rn 0 o a WATER ON TO THE + v / o v m / , ttn _ _ _ _cam m _ /_ _ 13+75.00 o + cn r;`"' STREET C&G Lu -1 „ o m rn ti J N Y g EIS 6 AC DIKE S ns co '� + �? LL ca o CD rn m In �C o JOIN EXISTING N >n `" / o . TOP 0 BER .I�__, EX F P7 =J / U CJ m lL [o / © , O Q O END CONST. EX. CD oo �, °b o ® 9 LT OF CL z TOP OF BER m i 1 = In In w u c i c� c i os .� r_ O v O Lf7 U J + co ® 9 LT 'OF CL; --3. �- cm r, / 1 v __ m m In ' / CD cv �• z v _o 100. 00 VC o v m m In co o rtr rn +rn EX. TO 0 E o m o Ii c� c,� o m + c� o �° In o _ P FBR co_ " �, _ . o PI - 1515. 38 0 �'ao , ae cn i -I f-c v m G o + v m�-i u� CD > L•, °° o r, ® 9 LT OF CL c� + Cu w +m m `� m c� In + v w -- cn _ O_ _ m rn 0o /� w m In �J + co ,�, m co o / u�In r, �-, O cu ao + In m 20 O / o m o cn m 1530 Q EX. GRADE 1545 -, + °b p, _ nl 0 r-, y- , PREP. T� e � o v c`�i �? nr h o '1 c� _ o r` o cu o m @ 0 o r` � 1 m � h m > cv r, _ _ T QF �Il �-, ___ _ _ _ �2 L o _oln o LT LT LT - �, ► o ._ o + o In > In � � �. � v m a 2 O t 0:29 co p In _j o m � � `�j I n CU �-, w J Q O + LC7 CV � '`P / Oj O O (D r p / ^ CU cr O ti / .' 1 8 0 - -Q o A __ _ - , a cu i t17 LC) n + h O I!7 CO \. r` ELEV 1532;.�0' + lt7 i v O O v / O ti O Liz U+ �� Q' / `� `' > lt� L[7 O Q _ Lo . . LL) . _ _IDENTIDAL_.__ I o ao v °Ip c"m + r, Q `� / c3 _ ELEV 1533.©9 o v + In + o 0 o m '� o ti > In/ + Q m �, r, cn In c� g cv rn p h co PROP.'' TC r+ o m m m PROP. m. Cu '� m 1 + , cv In PDINTs _ cS __ rn co �, w ,� , - o; 22.55 o m o �-, m rn I In c*� + 10.29 � GRADE �oo � 13 75.00 + 22 LT OF CL + cv r. + o m o o c� m c� v Q - j cv co + _.. , - �- cv co tc� -o o .�-, co JOIN EXISTING r� 5 o � o Ltd __CL / CU - m m m O In O O �-I r-r, m LC') 1 In + a o _ m m - G o r,/ ^ EN[l CONST. r, Co gyp% o + ao 3,- ) In J 6 °b In PROP. TC .�! 2 ao - 2 12 + / G E + ,r, _ o _ _ 0 v PROP. GRAD 1551.00 Cu r 2 1 rn °1p 2 LT OF CL �? d o m m 1 ,r QO h rn / �� @ CENTERLINE C o rn o 2 1 co om N * c�*i rn 9 c)cv 1 _ _ Cl o + 3• >m cn ao EX, e� m .,1 z / + rn (D o m rn m coo > In r cv > o r' o ca �ci Q m ¢ a rn ao / �,o In c� C'j_ rl v _ ; GRADE _ P __I.c.I _ In + " EX GRADE o -� + / .., C 0 __ In In ��, - 1520 0 @ 1530 535 � : � 1545 15 0 u N + �I _ o w m 3 153 - ,. �, 5�0, w k 3 0 �.� CL z w , In t o w I- w o o m, o In m c _+ v om _ o In CL a CL L 7 CL L T LT + � 6 ELEV=1530.22 cli O 3 ^ � v I�i� o+ N o + o �❑� In � Q 3• -�: �� oIn / � L=39.27 Q cv_ © + _ / _ In O O Ll7 O c-I Z p J Co v d + m r-, rn v I»-m �--, m m _ E o" RI-1533.00` Cu o cy v m z �. z m + J ti ELEV 1530.68 u, <,.-� U o + mIn IDENTICAL N o n CD F w Iq _-_ _ v m c In o c�i a o rn v Q9b m In m m b In m + ¢ > a 4 / +rn 3 2 + c0 ca ai + N m m cD o o ^ O co m m PROP. GRADE + cn POINTS o In w r„ m o + ^ p43 O _ _ o CENTERLINE 9� o Cu r o O _;C\, _ Q m gq6In o cn Aa o v + cv / ` o + m o / c� _ � m _ No / _ o In o Cucu c� o -�- o N o o cn o o m un r� to o / EX. PROFILE C�? o N �C / Cum ti In v 9b _ _ - ✓' © -- tcT % rn �-, o o �- o m 0 / GUTTERLIP C� o rn. r � � 0 2 0 o Cu >In m / 0 _ 0 / o rn 5 18 RT OF CL o � 1 00 cv cv r o � • w In In o rn + v / + o-- cu In h rI > Q OLn ill O Lo m O _ _ 00___._ O. pppp ►-' �, 1520 0 In o N 1520 1535 G$� o ^ + Ou 5�15 ►� m _ om orl / �� ov O QO mcXI o / `'' In rn Q' Fj + v _ co _ _ + 0 m _ _ _ o PT CL _ PT CL r� o +' EX. PROFILE o N / 2' m j` + om �� ocv o � E"+ o -1 �� GUTTERLIP @ %"._ � � �, > - - - v _ + IDENTICAL EX. PROFILE m o ao m T� 18 RT OF CL o _ _ � _ _ _ _ _ GUTTERLIP C�? I P NTS _ r. o In m In l OI o Q, / CD + 18 ,RT' OF CL O o m / o EX. PROFILE {� o 2 co / + m ^ GUTTERLIP C�- 18 RT OF CL o � PROFILE SCALES , - HORIZ . 1 =40 1500 PT VERT . 1 " =4 ' 535 PT 6 7 8 9 9 10 11 11 12 13 14 15 I ISERAL LANE z KERIE KA Y LN. � TO BE VACATED TO BE VACATED 12+86.36 BEGIN 8:1 TAPER �')12+86.3612+91.36 ,�r\ rANT T�J1�-\ J J:.J I B S BEET CMG, 44.44 TC ,�, BEGIN 6 AC DIKE EX. R/W PER 44.71 TB, _44.21 FL �- r -PLOAN___21 5 8 J �� PARCEL MAP 12258 46:e3 EX. STAND Pj\-Il C) 01D 0 J� CONSTRUCTION NOTES R-��+ 0 TC PM 80/20 t2} b F�c FG 11 PIPES �D Q� 13+75.00 - - ECR 10+47.00 O Q -EX. 12" ACP 31.70 TC 33.28 TC PROP. R/W PER '�' PROP. R/W PER 31.20 FL 15' 15 -ti END 8:1 TAPER, O3 CONSTRUCT 0.33 A.C. OVER l•03 A.B. CL. II WTR W TELEMETRY 32.78 FL INST.# 08-07s Q� E•-� / E EX- R/W pER # � -0 �3 __r_ 43.75 TC ,��,, Q' END 6 AC DIKE CONSTRUCT TYPE "A-6" CURB 6 GUTTER PER RIV. CO. INST. .2_ __-- ECR 10+46.59 BCR 11+26.59 REC.,os�olo9 44.73 4 EX. R/W PER WIRE PARCEL MAP 12258 19 __ _ 43.25 FL O l C JOIN EXIST. STD. NO. 200. REC.._oslo�/Q 8_ 29.03 TC 35.00` TC FL PARCEL MAP 13118 A W 12..7B 13 - PM 80/20 pc� © Q� END CONST. TC 6 EX.. SD 28.53 FL 9 134.50 FL ° 28 450 �Q PM 80/90-94 © CONSTRUCT 4 THICK SIDEWALK PER RIV. C0. STD. N0. O FL (51.56 TD) 400 & 401 (W=6 ) O ' c - C7 • EX. SD 11 11 EX. SWR 7 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE MANHOLE O cv h o cv _ 40 F STD. 209 6 209A ram- 30 L 32.35 MANHOLE 3 3 5 I F_ _ _ _ 3-- S 0 fit NG OR , 3 5 _ _ _ 7 _ _ 39 O _ _ 1 1. 7 F 1 1 8, 9 pp 3 3 DRAINRGE EX. WATER 7 9 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. 816. c> rn 800 d8 13 E rn co 0 w EX. STAND k- 11 -� _ _ _ _ .: _ _ -- __ EX. SWR O VALVE _ c c2 z.�� 12.91 0 0 r� 14 EX., 8" SWR EX. AC 16 0 0 m 3` 14 (4B 0 (5100) PIPES 11 MANHOLE 11 PROTECT IN PLACE _ -- -- ------ ------------- ---------- --_--___--_ SAWGUT MINIMUM_ _ _ � 2 AND JOIN EXISTING P _ ,,; _ ,, i 2 14 G PAVEMENT PER EX. C&G EX. 3 GAS EX. 8 PVC SWR- DETAIL ON SHEET 2 12 59 6+65.70 ANTELOPE RD._ 12+00.00 42.71 TC :, ;� X R W PER D-12121 11 EX. FH 10 CONSTRUCT 6" AC DIKE PER RIV. CO. STD. N0. 212 [-+ ( EX. 12 WTR PER EX. R/W PER E / 0+00.00 KERIE KAY LANE 10+86.59 ANTELOPE RD.= BEGIN OVERLAY 12+50.00' 16 EXISTING AC DIKE TO BE REMOVED � �--� FL TR 17730-5, D-8922 TR. 17730 10+00.00 B STREET END OVERLAY EX. 12' ACP WTR 0 12+85.73 ANTELOPE RD.= 6' 13'� PER D-12121 18 REMOVE & REPLACE EXISTING A.C. PAVEMENT WITH � 11+62.23 GRAND AVE. (47.61 PROPOSED A.C. PAVEMENT _ / i r� yr- �-' �- - J\v- JJ j- J J J J 42.57 TC TC -r�') -� //' r�J /' 19 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER _F r�JJ r�� l Jr\ 11 EX.WATER (42.99 pl\j] J :� RIV. CO. STD. 207A VALVES TC -/r� r J r T © REMOVE AND RELOCATE EXISTING POWER POLE AND GUY rj�r\ r � J J J EX. 12 W R PER ANCHOR BY OTHERS EX. 8" PVC SWR TR 17730, D-6925 I PER D-12121 f ® COLD PLANE, GRIND AND AC OVERLAY a m (MINIMUM 0.1' OVERLAY) 0 GRAND LEGEND ADJUST WATER VALVE TO GRADE N g A VE. REMOVE EXISTING PAVEMENT 6 © REMOVE EXISTING STAND PIPE ` O REPLACE IT WITH THE PROPOSED - 34 ADJUST SEWER MANHOLE TO GRADE ANTELOPE ROAD CURVE DATA PAVEMENT SECTION OF THAT SIDEWALK-ET 0 � ADJUST STORM DRAIN MANHOLE TO GRADE a F o LINE RADIUS LENGTH TANGENT DELTA STREET 3 WSTR�CT Uu Q g►DEOIALIC GRAIN p R RNERSIOE ', C6 25.00' 39.27' 25.00' 90*00'oo" PROPOSED PAVEMENT PROPOSED 2:1 SLOPE O COUNTY 5Tt). N6, 30q CD N DIAL TWO WORKING C7 25.00' 39.27' 25.00' 90,00,001, GRAPHIC SCALE 1 "=40 ' BEFORE DAYS BEFORE COLD PLANE, GRIND AND PROPOSED 2:1 SLOPE 0 YOU DIG YOU DIG N TOLL FREE ,-IIN-227-2500 AC OVERLAY AND RIP-RAP 40 20 0 40 80 120 A PUBLIC SERVICE BY o UNDERGROUND SERVICE ALERT n NOTE: '1231 Li,K-A. © FEVISEb UNDEQ SIr,6WpLK DRAIN O►+ANTELOPE R� f,L Q 9SFAL-COUNTY COUNTY of RIVERSIDE SEAL-ENGINEER A r. B E R T A . CIVIL ENGINEERS BENCHMARK: PLOT PLAN. 21558, IP NO. 070148 SHEET No. SHHALLCNOTAINED CO MENCEHIN UNTILEAN PLANS Q ESSt�,� 0i WORK TRANSPORTATION DEPARTMENT 3788 McCRAY ST. COUNTY OF RIVERSIDE p, t A PROVED BY' � �ZN M`C4� �` WEBB RIVERSIDE CA. 92506 ENCROACHMENT PERMIT AND/OR A �4�° � � yc SEE SHEET 1 GRADING PERMIT HAS BEEN ISSUED. S�Z� ,�,� rJ `�< , A s s o c I A T E s (951) 686-1070 STREET IMPROVEMENT PLANS 6 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR °� Imo• 4570e ALAN D. FRENCH, P.E. DATE at � C49406 A ANTELOPE ROAD ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �• 1 -31- R.0. 45702 31-08 �' `�-30-� OF 8 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR CIV�V C49405 SCALE: DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE 7l� S f Z 7�0 B �r'� CIVIL P EP D R.C.E. NO. FOR: W. 0. COUNTY FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS Di C H: 1"=40 ' V: 1"=4' FILE N0. as FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY EC E DATE DATE - v�' EXP. DATE: 9-30-08 A.G. SPANOS 07-02M 1 u„ 49 , 00 50+00 51+00 45+00 46+00 47+00 48 00 r 3 W _ l _ _ MAINTAINED BY RCTD PRIVATELY MAINTAINED Z 57 H J a 53 _ 58 / / I < In PROP FS @ SD CL' L4J a Q EX GROUND @_SD CL EX GROUND @ SD CL---,,, / Q H �' °� T' 0 100- _ _ w r r YEAR WS-1509.79 tZ, Q p ©ti 8 QQ / o � /� Jo (0Z II 1510 <c 0 1510 1520 m 0 1520 1510 p o, cU o m APWA TRANSVERSE 61 /. SO w _ a GRATING_CATCH.BA I I- er z S 0 z v H � // O a+v = In �+ Z TG=1509.00 / �' _ _ + _ Q _ o o cv _ In r' m 2 GARDEN H X 5, W CU r o Q, "r / PROP FS @ SD CL v u 70 2 _(_) 2. O RECTANGULAR / ORIFICE @ 1508.25 In o a 0 In. 0 z / PROP FS @ SD CL LLl / WALL rn z u=i � 0 o m Imo•I_ / EX GROUND WOMP BASIN' v � � v n J / @ SO CL / v. PER ONSITE PRIVATE STORM DRAIN PLAN / SIDEWALK of j IAA EX. B" WTR SAND FILTER BED EX. 2" GAS FL=1499.6t 1501.5Q BOT=1501.0t HGL o 19 % WS- ELEV TO BE p 3' GRAVEL 1500.49 1500 vERIFIEO 1500 1510 l514.55 1510 1500 LAYER o BOTTOM � HGL' �' �T. 12 TR EX. 12.. WTR °b Z O � INV. =1498.9t HGL --- '12 H 1496.4t A' O .(� TOP SD= _- TOP SO= 0- 0 1496.47 q, 1498.41 6' PERFORATED EX. 36 RCP 1495.48 � INV PVC PIPE PER TRACT 17730-5 --- - � _ �' STORM DRAIN PLAN / U II 4 MCCALL BOULEVARD _ ~ � '1498-.06 6" PVC PIPE... H _ w INV 865- 1492.73 a LU a ELEV S Lq 0.30 % LAT A-1 0- HYDRAULIC DATA LID In z HYDRAULIC DATA w cv rJ o v w 24" RCP o a G100=49.7CFS LINE A 36" RCP _ 0100=49.7 CFS z ►-� cv w r,.r, 00 ..S..=1492.66 _ _ - w a V 100=16.1 FPS INV=1492.17 co In _ = r\ _ -V100 18.6 FPS � �+m w w 1490 o Cu 1500 c� 1490 a + cn a H rn n rn - EX: 30" PCP v� c v ° Cl m m a a +o _ _ CU_ w In II o ('�In N In __ _ __ ,�p -. ,'� U' PER TRACT 17730 4 z + > �? m o In w z m cu STORM DRAIN PLAN z ¢ mw Iq U7 H p oIn vLn m 0) HYDRAULIC DATA �► rn HYDRAULIC DATA MCCALLULEVARD © _ m r ° HYDRAULIC :DATA v u q rn + > II o 0100=18.8 CFS rn m N rn 0100=18. CFS U7 In LC7 CU Q___ o cv z 0100 49.7 ,CFS _ z m Z n __ V100=12.9 FPS '865 00 - o m _ v E--, c0= V 100-6.0 FPS m �., r, HYDRAULIC' DATA © 01 rn HYDRAULIC DATA V100=16.9 FPS ~' v'-' n cu II v '�' p- In ID INV- 1492.00 _ _ _ _ 0100-84.7 CFS m x- - aQ G100-68.5 CFS OJw p cn II _ �r w +0Z +pZ + >_ Y 00-9 FP _ _ _ _ �,w r, _ V 100- 12.0-..FRS � 1 _ _.7 S _ _ _ Itoz - G21, CONSTRICT- 301.5 LF 36 RCP - 56 CON O STRUCT 385:-i8 LF 36 RCP MAINTAINED BY RCTD D-2000 _ CONSTRUCT 51.79 LF-1/ CONSTRUCT 35.29 LF ( ) _ _ _: _ _ MAINTAINED BY RCTD 2000 56 24 RCP (D-2000) 24" RCP (D-2000) 55 PROF MAINTAINED BY RCTD. - PRIVATELY-_ ILE SCALES MAINTAINED._.__..__ CONSTRUCT 40.51 LF 36" RCP - H O R I Z . 1 =4 0 ' - LNE A PROFN.E MAINTAINED BY RCTD LINE A PROFN.E LAT A 1 PROFILE VERT . 1 =4 4 CONSTRUCTION NOTES SD STATION = STREET STATION ON MCCALL BOULEVARD 55 CONSTRUCT 24" RCP _ EX. CABLE EX. AC DIKE R/W�'a,, _ ® CONSTRUCT 36° RCP EX. 2" GAS �1 W Z 45+22.04 MCCALL BOULEVARD o w J I -N- 57 CONSTRUCT MH NO 1 PER RCFC&WCD STD DWG NO MH251 =0+00.00 ANTELOPE ROAD r EX. 12" WATER SEX. 4., GAS go - 45+55.00 LINE A= Lon CuN °0 MCCALL BOULEVARD 11 44+90.52 LINE A 58 U I-' 58 CONSTRUCT JS NO 2 PER RCFC&WCD STD DWG NO JS227 5 10+00.00 LAT A-1 r-EX. 8" SEWER 5 48+43.02 LINE A m W MH NO 1 - _ /JS NO 2 _ _ MH NO 1_" �p T _ = CONSTRUCT GRATING CATCH BASIN (TRANSVERSE) PER I EX.COUNTY RCP PER TRACT DRAIN Ln _ c 61 APWA STD DWG NO 305-2, No. OF GRATES=2, V=9.37' COUNTY OF RIV. STORM DRAIN PLANS 66 LINE A - - �? - MCCALL BOULEVARD 865-00 64 56 56 EX. AC DIKE � Invco 56 W S88 5'56"E S88 °4 '56"E W U) 64 REMOVE EXISTING MH NO 4 EX. 30" RCP PER TRACT 17730-5 65 46 47 48 49 0 COUNTY OF RIV. STORM DRAIN PLANS 2 55 1 ANTELOPE ROAD 865-00 `` PROP 12" WTR 65 REMOVE EXISTING 24" RCP i 10+60.79 LAT A '*--EX. 8" WATER 10+17.12 1 MH NO 1 57 EX. 24" RCP (LAT "B") PER TRACT 17730-5 COUNTY OF RIV. STORM DRAIN PLANS BC 10+51.39 2' GARDEN WALL 70 PROP CURB 66 REMOVE 24" CMP AND ASSOCIATED INLET 0 ANTELOPE ROAD 865-00 72 10+00.00 LAT D-1 EC U�_ � LAT A-i CONCRETE COLLAR 67 U` PROP R/W PER S33 *51'06"E o INST.# 2WS-o241.133 N 67 REMOVE 36" CMP DROP INLET AND ASSOCIATED CMP PIPE LAT D-1 PROFILE SEE SHEET 8 `_ per-. 05109100 + WGMP BASIN 72 10+10. T LAT D-1 PER ONSITE PRIVATE 70 CONSTRUCT 2' GARDEN WALL CONCRETE COLLAR STORM DRAIN PLAN JS NO 2 0+97.39 ANTELOPE RD. 10+23.96 T D-1 73 CB # 9 TC=1503.77 f CORNER OF .CB#9 CURVE LINE DATA MAIN 45+50.00 LINE A 72 CONSTRUCT CONCRETE COLLAR FL=1502.94 LATERAL 10+00.00 LAT A-1 W=4' H=4' ANTELOPE ROAD 10+97.58 LAT A-1 1 A = 43 ° 38 '09" CONSTRUCT CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD NO 300 APWA TRANSVERSE 61 O R = 45 ' A 30 ° 00 '00" 73 AND CASE B GUTTER DEPRESSION PER RIVERSIDE COUNTY STD NO 311 GRATING CATCH BASIN B 24' Iq L = 34.27 ' C 6.5 ' T = 1B�ri .02 ' D 36" m m E 5.5 ' O N 58 °45 56" W L 6.3 ' N 17 .12 ' F 1.05 ' Q L F F ro G 0.99 ' a � o cn ELEV "S" 1492.73 ' I ccu DIAL TWO WORKING ELEV "R" 1493 .03 ' GRAPHIC SCALE 1 "=40 ' o BEFORE DAYS BEFORE r YOU DIG YOU DIG o TOLL FREE A PUBLIC SERVICE BY I-$�-227-2600 40 20 0 40 80 120 o UNDERGROUND SERVICE ALERT i NOTE: 7 �/08 L•M. 1 f VWMFED S.D. LJOIF Q 08 SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER A L B E R T A • CIVIL ENGINEERS BENCHMARK: PLOT PLAN. 21558, IP NO. 070148 SHEET NO. cu WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PRpFESSI COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN PROFESS/p °Nq WEBB 3788 McCRAY ST. ENCROACHMENT PERMIT AND/OR A ��° p. F,q � AP ROVED BY: ��'P�,tN N`cq,�� Fyc RIVERSIDE CA. 92506 SEE SHEET 1 GRADING PERMIT HAS BEEN ISSUED. ti ,S�Z'`� i' `�� , A s s o c B A T E s (9 1079 OFFSITE 7 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NO. ,s�o2 ALAN D. FRENCH, P.E. DATE °` NO. C49405 A STORM DRAIN PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. EXP, I2-3I-08 R.0 E. 45' 12-31-OS EXP. 9-30-08 OF 8 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL 0R CIV+1- �� s CIVIL PR P D BY. C49405 SCALE: DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE 9rF �� / Z?/O r9 �� C.E. NO. FOR: W.O. COUNTY FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS REC ME DATE °F cA� - L o / H: 1"=40' V: 1"=4' FILE NO.�� FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE EXP. DATE: 9-30-08 A.G. SPANOS 07-0209 r-_ 52+00 53+00 54+00 58 ; v 57 z z H - H J J J J _ _ 3 d ..-i In Lr) . Lm + z o zC LU PROP FS @ SD CL + , + H Hu -: Q y ; 1530 w a_ uJ ' Z� EX GROUND @ SD CIS \ _ _ _ -- r -- - ___ __ -- -- - _ _� il -E�. 12 WTt� INV-i525.27 I` TO BE REMOVED` - (V + ' 2' PROP. 12" WTR - LC? f INV=1525'.27 EX 12" WTR- - - - - - -- - - - - --- _ EX _1 WTR - FL4_ (1521.2)t HGL - - 1520 X. 8 WTR LAT A-2A- i - L-{1521:4)t __ - _ -18 __�p _ __ - i __ - -__ _ . --1€3- RCP - - 0.41 - �/ -- 1 [ i�, - 14.55 3NV u H wz Loco m� > , H- - �^ - crz_ _ -I U> o r+ H w z rn Ln m In N'� + �� + _ - r��z HYDRAULIC DATA GEE SHE T 12- ROUGH cu, Q HYDRAULIC DATA z H I �n�r H 0100=29.7 CFS - - + L„ 0100-31.6 e is GRADING' PLAN FOR 1510 CL V 100=4.2 FPS LJJ ; �, _ f F , H V100 4.5 FPB _ a. � � a IVAT-E�Y f�AINT� _ - - _ -STORM DRAIN m LJJ - - HYDRAULIC -:DATA o m o UJ - 0100=36.5 CFS CD V100--42.5 FPS � fn - - t � v r, Ln � •Ln > CUZ II: _ + > + > H 117 H Z 56 _ Sr z - , H' 0 � H , CONST. 66.87 F 56 ' E CONSTRUCT 196.77 LF 36 RCP 2000 36'" RCP (D-20 0) MAINTAINED BY RCTD MAINTAINED BY ACTD - _ PROFILE SCALES i� a PRoFiLE E HORIZ . I =40 ' j _ _ VERT . 1 4 JS NO 2 MAIN 53+58.68 LINE A LATERAL 10+00.00 LAT A-3 z A 21 ° 24 '00" 1 B 18" CONSTRUCTION NOTES C 9.5 ' D 36" E 8.01 ' 69 10'X 10'X3.5' ASPEL ROAD 54 CONSTRUCT 18" RCP L 8.01 ' 1/4 TON RIPRAP 25' LIMIT OF F 1.29 ' McCALL BOULEVARD 10+41.34 LAT A-2 60 GRADING 56 CONSTRUCT 36" RCP G 1.39 ' RAW CB #3 DROP INLET SIDE 1 LAT CB #2-3 13+#2'32 ASPEL ROAD 71 57 CONSTRUCT MH NO 1 PER RCFC&WCD STD DWG NO MH251 TG=1529.01 FL=1527.BOCB ELEV "S" 1518.57 EX. 4" C �5 W=6' H=0.83' V=6.21' TOP OF AC DIKE=1532.37 58 CONSTRUCT JS NO 2 PER RCFC&WCD STD DWG NO JS227 ELEV "R" 1519.68 EX. WATERS INV=1522.80 LAT A-3 FL=1531.43 k_ W=4' H=9,. I 527 _ CONSTRUCT CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD NO 300 59 V 4 ` •77 r--- _ __Qt 1RI T( „{�O,op __ 68_�,��,._� LAB AND CASE C GUTTER DEPRESSION PER RIVERSIDE COUNTY STD NO 311 MH NO 1 4 O< CONSTRUCT MODIFIED CONCRETE DROP INLET (OPENINGS AT BOTH SIDE) EX. '2 WATER A IKE + LIN A= PER RCFC&WCD STD DWG NO CB110, W, V, & H PER DETAIL THIS SHEET TS NO 3 EX � .; 0 1 + 0.00. LAT A 05 BC -` N ` .- JS NO 6" C DIKE J 66 REMOVE 24" CMP AND ASSOCIATED INLET , , MAIN 10+22.02 LAT A-3 - �� -- u LATERAL 10+00.00 LAT A-4 - '2g• ^� LAT ' -4 O CONSTRUCT TS NO 3 PER RCFC&W STD DWG NO TS303 EX. 12" W TER'r .: _ CG, RO 12 WATER __ 18 A Q 68 CD -� CU Imo• 1� A 45 ° 00 '00" � QQ __. r._53+67.69 C a PROP CURB 10+60.03LAT A-4= 69 1/4 TON RIPRAP SIZE PER PLAN ' ... � B 18' t r- - -- -. ... _ _.. ... _-_ _ -_._.. 13+52.31 ASPEL ROAD 59 CB # 1 TC=1531.64 t..EG -- 71 CONSTRUCT CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD NO 300 a D1 18" 1+5 EC M y.. PRIVATE ENTRANCE FL=1530.81 EX. R/W PER W=4' H=4' D2 18" 1+27.4s a HEAD i{ INST.# 2008-0247757 SEE ROUGH GRADING PLAN E 3 7 ' 1+ 3 90 BACK -_ c� , L'I REC. 05/09/08 °� (BGR 070798) SHEET 12 FOR L 5.1 ' 51+27.d6 STA. AHEAD 3 � N PRIVATELY MAINTAINED ELEV "S" 1521.40 =51+d3.90 STA. BACK = N STORM DRAIN PLANS ELEV "R" 1521.46 MATCH LINE SEE SHEET 7 � m xo UI.J a tp LINE A 0 4 C> cu 0 LINE A CURVE TABLE c_ LINE RADIUS DELTA LENGTH TANGENT 0 cn Cl 22.50' 29 °56'22" 11.76' 6.02' rn N DIAL TWO WORKING C2 22.50' 89°59'29" 35.34' 22.50' GRAPHIC SCALE 1 "=4 0 BEFORE DAYS BEFORE C3 22.50' 58 °41'52" 23.05' 12.65' o YOU DIG YOU DIG 11 o TOLL FREE 1-800-227-2600 A PUBLJC SERVICE BY 40 20 0 40 80 120 o UNDERGROUND SERVICE ALERT i NOTE: '`. . REVISED STORM DRAIN LINE A 7 p SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER A L B E R T A . PLOT PLAN. 21558, IP NO. 070148 CIVIL ENGINEERS BENCHMARK: SHEET N0. cu WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT pFESSl SHALL NOT COMMENCE UNTIL AN QROFESS/ 9QR oHq� 3788 MCCRAY ST. COUNTY OF RIVERSIDE o fl F °k+� APPROV D BY: ��, \,ZN NeCgje�� , WEBB RIVERSIDE CA. 92506 SEE SHEET 1 ENCROACHMENT PERMIT AND/OR A �� F ,�� P ,� �� SA GRADING PERMIT HAS BEEN ISSUED. y �-/d a� r� k Z (951) 686-1070 m � A S S O C I T E S - - -i THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FORrn ALAN D. FRENCH, P.E. DATE rn NO. C49405 A STORM DRAIN PLANS N0 45702 ASSURING THE ACCURACY AND ACCEPTABIUTY OF THE DESIGN HEREON. EXP. J2-31-08 R.C.E. 45702 EXP. 12-31-08 EXP. 9-30-08 OF SI IEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR "' CIV0. �� . 1 s CIVIL P AR D BY: C49405 SCALE: DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE �rF �y �� R.C.E. NO. FOR: W.0. 1COUNTYO.FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS �AuRECOMMENDED DATE aF cA DATE - EXP. DATE: 9-30-08 H: 1"=40' V: 1"=4 A.G. SPANOS 07-OP09 FILE N q4f2,,o FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY 52+00 53+00 54+00 58 5 5 a rr a aI w w z z w Q Z ►-J Z < 7 , -J J � JJ J w pgm,i Qum DOO 3 � � cr U_ lI7 0 2 1� r1 N c In F__I o + z m o+ PROP FS C SD CL L oo z a + Z W - _ - J r, a � = NH mocn 1q : � _ - - U U_ 72 CU n J � Mtn ¢ rnr', � � cr Q W N J �_� OJ 1530 _ / - - -� 1540 1540 1510 m . 0 H m o r 57 - _ oW W.Z Ww o _ - -_ o 7 p W EX GROUND @ SD CL a cu 58 68 v o o ¢ � w o _ W EX. 12" WTR =1525.27 a m I O Z U m + c� Ir Ln TO BE REMO \ w a �i a a s + BOTTOM \ Ha wa a � F_ �WC � o� �� EX. 12" WTR _ - PR 12" WTR J j , z � F- a a a J - G8 #8 - =1522.4t =1525.27 r- o � J J J J O _ - TC=1503.77 73 TOP SD= _ . o _ m o N N o c+� oN o m EX GROUND FL=1502.94 1520.15_ _ _'_ N oo cOO � o nioo - + o z OD o o N o O cu + z CB #1 @ SD CL �^ CONCRETE - - EX. 12" WTR 6'" AC DIKE In o z cu + z _ - FL=1521 04 L6 it MCC c o cn o cn o " PROP FS TC=1531.64 59 GROUT ry 10+49.90 CONCRETE m cn o II cn CB #2 6 @ SD CL FL=1530.E I FS @ SO CL BACK FILL _ 0 TO BE REMOVED DROP INLET TG-1532,3 EX GROUNDLJ WS=1501.34- _ 3 TG=1529.01 FL=1527.80 _ _PR FL=153 @ SD CL HG v OP FS_ 1 43 EX. 2 GAS 1520 1530 PROP FS x H=0.83' W=6' _--- 1530 @ SO CL` 1530 1500 FL=1501.50 @ SD CL - -- -- _ _ LAT A-2 FL LAT A-3 - WS=1528.57 ELEV TO BE INLET PONDING WS=1528.E EX .GROUND 18'._RCP 18" RCP EX GROUND - VERIFIED / S"=151B.51 FL=1518.57 0.41 % % _ @ SD CL - - @ SD CL EX_ 12" WTR EX. 24 flCp / i o BOTTOM SD 0.41 � FL-1525.45 /� 1� k_ m c� N 10'X 10'X3.5' TO BE REMOVED PER TRACT // =1500.12 1515.27 3 cn Lp Co uJ ao 1/4 TON RIPR J w BOT. PROP, 12 WTR 17730-5 TOP 12 WTR _ r` - - - - _ INV L) mo SEE SHEET 11 1525.3E STORM DRAIN 1498.87 _ + m m" _ WS=1526.3 PLANS w Lu v co a PRECISE GRADING oP� TOP SD=1523.79 I HYDRAULIC DATA - q" rn n + > > WS=1523.03 ANTELOPE H 0 0100=3.4 CFS H m m o u HYDRAULIC DATA J m z H PLANS FOR PRIVATELY HGL R2� ROAD 865-00 �// a H V100=13.8 FPS a + > _ Q100=31.6 CFS w MAINTAINED O w O z a V 100=4.5 FPS a 1• 1492.75 •� -. DRAIN ELEV ,.S„ HGL 60 % INV I °°� w w q HYDRAULIC DATA H AULIC DATA �- STORM DR I 1521.40 o m > c0 m it EX. TS NO 3 00)0 0100=36.5 CFS z © m o Q 10 - 9.7 CFS w w^ LAT A-4 18" RCP _ - PER TRACT o� w N INV 1521.40 o u m 11 1510 = r r: V 100- FPS m m m aw. a 17730-5 o z o V100-12.5 FPS ►��-+ L H' In� w . 1520 1520 HYDRAULIC DATA w 1520 11 EL 14� cy z F- 55 o z �- mIn CE r, In m ELEV S„ - a a a STORM DRAIN O CONSTRUCT 54.58 LF _ o if Oil _ ►-' m w G1100-1.6 CFS_ a - - -HYDRAULIC- DATA PLANS - 56 _ + O> + > ri + a LINE A 36 RCP a 1518.57 13.71 % V 100=10.4 FPS m _ o m CONSTRUCT 23�6 LF 36 RCP D 2000 _ _ Q 00=1.6 CFS z ( ) N z z z + + > INV 1517.01 rn HYDRAULIC DATA a m 1 _ w m ANTELOPE 24 RCP (D-2000) MAINTAINED BY RCTD In w�' H 56 v z H _ r, HYDRAULIC DATA q F, V1OO=5.0 FPS N ROAD - CONSTRUCT - o w m 0100-18.2 CFS n LINE A MAINTAIN Q C 2Q2.96 LF 36 RCP (D-2000) o C�1 -2.9 CFS - o_N -_ m N MAINTAINED BY RCTD MAINTAINED BY RCTD 0 V100=17.0 FPS Z Cp 36 RCP n w w o w w_ V 100=11.4 FPS N a- cu a N N In ,In 865-00 own v N INV 517.63 a 54 o a� I a _ o 54 > LAT D-1 PROF�.E - LSE A PR o cn `9 o, a N u N u 54 s` II o Z CONSTRUCT o z _ a a > 54 v II + c•�w CONSTRUCT o W o wm H CONSTRUCT o ff 56.33 LF + 0 w o+ z o m J 11 12 LF '-' 47.99 LF 18" RCP -(CLASS IV) �� MEET S A o w J CONSTRUCT 39.34 LF �-+ - - m w 18" RCP (CLASS IV) 18" RCP (CLASS IV) MAINTAINED BY-RCTD 18" RCP (CLASS IV) MAINTAINED BY RCTD MAINTAINED BY RCTD PROFILE SCALES MAINTAINED BY RCTD T A-2 LAT A-3 PROFLE LAT A-4 PROFILE H 0 R I Z 1 =4 0 ' 1510 LA PROFILE 1510 1510 V E R T . 1 =4 JS NO 2 MAIN 53+58.68 LINE A LATERAL 10+00.00 LAT A-3 A 21 ° 24 '00" B 18' z CONSTRUCTION NOTES c 9.5 ' D 36" E 8.011 8.. W=6.0' e" 54 CONSTRUCT 18" RCP L 8.01 69 O'X10'X3.5' ASPEL ROAD B° A=3.0` e.. 55 CONSTRUCT 24" RCP F 1,29 ' 1 TON RIPRAP 25' LIMIT OF , G 1.391 McCALL BOULE RD 10+41.34 LAT A-2 60 GRADING JA OPENING ON BOTH SIDE ELEV 'IS'. 1518.57 EX 12" WATE R/W3 DROP INLET 10+73.71 LAT A-3 13+55.32 ASPEL ROAD 71 56 CONSTRUCT 36" RCP LAT A TG=1529.01 FL=1527.80 SIDE OF CB #2 CB #2 ELEV "R" 1519.68 EX. 4" GAS 56'X6'X3.5' W=6' H=0.83' V=6.21' TOP OF AC DIKE=1532.37 `� - 6 1/4 TON RIPRAP INV=1522.80 LAT A-3 FL=1531.43 57 CONSTRUCT MH NO 1 PER RCFC&WCD STD DWG NO MH251 S ULDER� W=4' H=9" = _ 68 10+22.02 LAT A-3= INV=1527.59 V=4' 0 58 CONSTRUCT JS NO 2 PER RCFC&WCD STD DWG NO JS227 57 52+05.61 INE A= PUBLIC ROAD & �+00.00 LAT A-4 10+00.00 AT A-2 s•-EOi UTL EASEMENT r TS NO 3 OQ CONSTRUCT CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD NO 300 MH NO 1 I ti _ - ___ S21 °31'42_'E _ ___ __ 0 59 AND CASE C GUTTER DEPRESSION PER RIVERSIDE COUNTY STD NO 311 TS NO 3 EX. 12" WATER I AC--A 53+58.68 LINE A= Q O MAIN 10+22.02 LAT A-3 EX. 8" SEWER- 5 DIKES 10+00.00 LAT A- ff JS NO 2 6" G DIKE _ -� LATERAL 10+00.00 LAT A-4 - 152+01-94 EC - - 427 3 O 54 a �---� co 60 CONSTRUCT MODIFIED CONCRETE DROP INLET (OPENINGS AT BOTH SIDE) A 45 ° 00 `00" �'� - _ - LAT A-4 ! ( co PER RCFC&WCD STD DWG NO CB12Q, W, V, & H PER DETAIL THIS SHEET 8 18" EX, 12 Wl TER- "/ 56 �� ccv�►\ r �00. 12" ER 56 2B�8 3+67.69 BC r^ 3,7 J LINF A "-PROP 10+60.03LAT A-4= 59 I,° ,� y 66 REMOVE 24" CMP AND ASSOCIATED INLET o 13+52.31 ASPEL ROAD 51+6 .13 BC 54+03.03 EC CB # 1 TC=1531.64 I '• ' D1 1� � � ! 1.0 % MIN. n� r• n nn ► T FL=1530.81 68 CONSTRUCT TS NO 3 PER RCFC&WCD STD DWG NO TS303 I ur_ 1� ' 51+5u .0vu 0 MA I CH SINE � PRIVATE ENTRANCE W=4` H=4` � ' � � � PROP /W PER [ E I 3.7 ' I SFF SHFFT a I .# 2006-0247757 EE ON-SITE PRIVATE co C. 05/09/08 STO DRAIN PLAN SHEET 2 t 69 1/4 TON RIPRAP SIZE PER PLAN I L � 5 .1 ` I MCCAL L BOULEVARD \. ELEV "S" 1521 -40 I FOR P VATELIf MAINTAINED qa" acP JA �ra�° Arp,. . STO GRAIN PLANS 71 CONSTRUCT CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD NO 300 ELLV "R 1521.4b SECTION A-A ' 72 CONSTRUCT CONCRETE COLLAR CONSTRUCT CURB INLET CATCH BASIN PER RIVERSIDE COUNTY STD NO 300 ' (73) AND CASE B GUTTER DEPRESSION PER RIVERSIDE COUNTY STD NO 311 II \\ II f 1 ( I ILJ)U II 11II (I � � lJ� I nC II I � Ilvt �J rJI Iol i IINIr-C ♦ UUrlVr TA0, r OD r iED DROP INLET CB 110 y= lrve x ours v e i �►ai_e EfORE y N, T. S. ib0 iC 1�1 A!'1Tf iC P1 1 TA LENGTH CA(� �,1 TAAI( AIT \�f� G!� GOB �Jdiu iUo LJ :H F �G�l7 T! t t HtYUE{V i gin, u1 22.50`� BB `38'14 34.Bi `� 21.97`j © 50 SHED' 1B REBAR, MANHOLE PROTECTION BAR DETAILS PER RCFDC STD. CB 110 ,e { C2 j 22 50, 89 °59'29"�� 35.34' 22.50 ' O��L ; fir: WORKI�!r CRAB SCA_E =40 ° xcA_ , ^LYF BEFORE � i 1 , YOU DIG vvU DIG rn "' FREE A PUBLIC SERVICE BY Q00=117-9S00 ^n n n. f n n UNDERGROUND SERVICE ALERT < _ - � P1TC• i y� E i �j }� i I Plr I i �. �7�7�08� �j•lrl,i Gf/�� S.J,J. 1w� � - �0� a...a� �sv>sr.. . 1<.,l„ uiVI T Vr H1VC.",D-L JC u.� ��iia�s i''.�s+_�...c ._--t. u ru _- - c.� � T �T �� a Li4 t/i1 PA 6%I-%r=�. - i is ° �s ar,w� �i asp >i: QrILLI E�IVe W I T" t-i`,I r t...tL ti4- LA A i\iQ I I I f_�- yy n\\- -•�-i .h.5._._ L.._N.�1 ti.J T, ; S i 3t r r 1 1 - i ar ■ �N41u1 t`lflT r nMMFNrF I. )NTT! t`c _ . - - . . _ _ _ __ -�_ a ._ _ . . - . /J t rq s vvvi s s V.i v E: 5i ! TPA PARTATION 13FPART NT T - - - r-rin ;R^EJAACArT p �FATT n 1;1 h i - - __-- i = f \'� � \ I-ISIJVCU L�7: %/��t%fai 9�\\(Y\\ EBB VV I�tt�{�,IUL UA, Y�2tU�i ACCt1CCI 1 - - M,E IQAA TT - . - - ; .Ftr,��4 3 -t r 1 O8 IlI i rs r L g a z v = - - - _ - >s TC r r..t A'C C nir�A. rn T,,.- r,r .r.. I^ ..A..+I p, ! 2 4 + I t�Il` 1 H (-, i--1 I )A T Tyr RStrA„ rrV.�„�_F,. _r;�.alP,:, Hi- f- t-LF•ltV ,�. Y ,Y: _ a - �7 /� -t-i,V J �LNI.�I i. .� �..r•s -_ r, r t a H I F _. .� -. .o...0 i ...� -�� .vr_ii . - - -- - -_- - STORM_ -_ - - - - - c�",-�, :_ ,.-iL u. , f fR�t-.� �hr.. a.-:-�.., „: -,� -- n, u. - -t` �,sue T; - _r..- .--. : �. . ......... ...... .... .. .. - .,. ... ..? _ t t i' YP, ja-31-09 i :'3 - r nr^_-�r. n�� -fw nn .,',-� .`\ ia� a fir__ tt i3 V DRAIN . i rr- _ _ -1�s...riVi� .,ii .�Li... _ - ] _ _ - 0 emu.!-L r4 �,i ,i`rt rYa._tVi Vr UIJI.KL'Hl.v.`. H• 7,?V c, ry, :rn a..,.,,v,�r A.rrrc.,v.c,_ ._tom g------'- -f--.--__.-.___-__-.-- ....._-..______ _. ___--._.: s . - -- _r- RED _ �v h!n�r� 1 T5 :T.-x xs... ,=,x r -.- :dr h _ tom _ Pi - _ e� Ali - a- - - - - _.__- _ - - E-,r. --i - _ -\'rr r�A�-r. n- /? f"1 C r+ t.t„,,., , - - v - - - - - - Er fA G C3 `f7 - - A - - LU41. NHS NOTES COUNTY RIVERno GRADII� NOT S DEVELOPER GENERAL A. G. SPANOS CONSTRUCTION, INC. 1 ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDS CODE APPENDIX CHAP. 33 AS 1 CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BUTS) FOR THE MANAGEMENT 41593 WINCHESTER ROAD, SUITE 212A ON THE GRADINGOT PLAT ANTED BY ORD. 457. OF STORM WATER AND NCI-STOFIATER DISCHARGES SHALL BE DOCUMENTED St�V CITY, CALIFORNIACALIFOF�IIA PLAN WHICH THEREBY BECOMES THE SITE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). (951) 693-0624 ROM 2 ALL PROPERTY CORNERS SHALL E� CLEARLY DELINEATED IN THE FIELD PRIOR TO ' �� \ � �� ,�.� PLAN C T tF ANY GE�ISTRt1CTI0N/GRADII�. ARRANGEMENTS SHALL BE MAL3= BY THE DEVELOPER TO RETAIN THE SMAIN ON THE JOBSITE EN' GIN EER 3 ALL WOW UNDER THIS GRADING PERMIT SHALL BE LIMITED TO WITHIN THE THROUGHOUT THE TIME OF CONSTRUCTION. THE IMPLEMENTATION AND MAINTENANCE OF SITE BMPS IS P8QUtED TO MINIMIZE JOBSITE EROSION AND SEDIMENTATION. CERTAIN BMPS MAY BE REQUIRED ALBERT A. WEBB ASSOCIATES VACANT C-0 ( I PM PROPERTY LINES. ALL WORK WITHIN THE ROAD RIGHT--OF- WAY WILL REQUIRE SEPARATE TO REMAIN IN PLACE THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. 3788 MCCRAY STREET t18/Zp-.30 PLANS AND A SEPARATE REVIEW/APPROVAL (PERMIT) FROM THE TRANSPORTATION DEPARTMENT. ARRANGEMENTS SHALL BE MIA BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROIJGFlOUT THE RIVERSIDE. CALIFORNIA 92506 �'-_ ---_`- 4 ALL GRADING MOW THAN 5000 Cy SHALL BE DONE- UDR THE SUPERVISION OF A SOILS b _ - Y� TIME OF CONSTRUCTION. (909) 686-1070 - ENGINEER IN CONS WITH RECOf EPDATION OF THE PRELIMINARY So INVESTIGATION MCCAU B4ULEVAIZ� BY - J0`._M.-_�--- RATION - DATED ---,�IitriN1UARY 11. 2006 . TWO SETS OF THE FINAL 2 EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINrEIVT — ----- - HN R. BYEF3LY CORPORATION o SOIL IN RUNOFF FROM OISTUIReED SOIL AREAS ON CONSTRUCTION SITES. SOILS ENGINEER — -_--�_ . _.. . ___-_ ______.___-__.__�._---__. ^ ��,_-- --- COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT AND SHALL 3 SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT JOHN R. BYERLY CORPORATION _ 00� _ — INCLUDE: FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN N88. d5'56'W 607.55` OF SOIL FROM THE CONSTRUCTION SITE. 2257 SOUTH LILAC AVER L=64..83' T= COMPLETED IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT. BLOC IINGTON, CA. 92316-2907 5 THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT AT LEAST 24 HOURS IN 4 GRAOD6 SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT (909) 877-1324 � A- ter^ _ - _ --� A-A 2 j �� — 2 ADVANCE TO REQUEST FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE FEASIBLE. Jr~� 5 AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE TOPOGRAPHY `�C� E 1�' 6 TiCONAPPROVETRACTOR D PRIOR SHALL 1�T¢O BUILDING IT FINAL INSPECTION FOR EACH LOT. r Y UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE DIGGING AT THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION. SITE SHALL BE MANAGED TO s •�_� 10-422-4133. w INLAND AERIAL SURVEYS INC. � ,/ Q CUT/FILL MINIM THE EXPO TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING 7117 Ai�..INGTON AVE. M o�vRj 7 MAX OF dRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. SUITE A -__ J --�- D�1M CUT AID FILL SLOE = 2:4. 6 ONCE DISTURBED, SLOPES (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT RIVERSIDE, CA 92503 DR._ 8 NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE MOUND HAS BEEN CL:EARm OF BE WORKED WITHIN 21 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED (951) 687-4252 � WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.. FILLS SHOULD BE PLACED IN *IDA TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE FEVEGETATED AS EAFLY LEC�I�ND THIN LIFTS (8-INCH MAX OR AS RECOMMENDED IN SOILS REPORT). COMPACTED AND TESTED AS At FEASIBLE AFTER SOIL DISTURBANCE. SWPPP CONTACT w GRADING PROCESS UNTIL FINAL GRADES ARE ATTAINED: ALL FILLS ON SLOPES. STEEPER THAN 7 STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT - .� T.W. TOP GE WALL 5 TO 1 (H/V) AND A HEIGHT GREATER THAN 5 FEET SMALL BE KEYED AND BENCHED INTO FIRM JACK LUCAS TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA �:'F� Q NATURAL SOIL FOR FULL SUPPORT. THE INCH UNDER THE TOE MUST 10 FEET WIDE MIN. A. G. BRINGS CONTRLAD. SUITE INC. -� ® O H.P. HIGH POINT 9 THE SLOPE STABILITY FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. OR SLOPES RUNOFF. VEHICLE TRACKING, OR WIND. 41593 WINCHESTER ROAD. SUITE 212A -,�-� ; 8 CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT SUN CITY, CALIFORNIA �-� �� Q L.P. LOW POINT STEEPER THAN 2:1 HAVE BEEN VERIFIED WITH A FACTOR OF SAFETY° OF AT LEAST 1.5. CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN STt]FWMATER (961) 693-0624 4 V 10 NO ROCK OR SIMILAR I IBLE MATERIAL WITH A MAXIM DIMENSION GREATER THAN 12 (NON-$T©RMWATER DISCHARGES) ARE PROHIBITED. EXCEPT AS AUTHORIZED BY AN INDIVIDUAL 0 > F.L. FLOWLINE INCHES SMALL BE BURIED OR .PLACED IN FILLS CLOSER THAN 10 FEET TO THE FINISHED GRADE. 24-FKXJR EMERGENCY CONTACT � � � 11 A FINAL COWACTION. REPORT SHALL BE SUBMITTED FOR ALL FILLS OVER- i. NPOES PERMIT. THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. POTENTIAL ® T.C. TOP OF CURB DRAINAGE AND ER�ION/DUST CONTROL DEEP POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAAL SPILLS; WASTES JACK LUCAS cu 0 12 PROVIDE A SLOPE INTERCEPTOR DRAIN ALONG THE TOP OF CUT SLOPES WHERE THE DRAINAGE FROM PAINTS. STAINS, SEALANTS. SOLVENTS. DETERGENTS. GLUES. LIME, PESTICIDES. A. G. SPANOS CONSTRUCTION, INC. - � � ,� + F.S. FINISH SURFACE PATH IS GREATER THAN 40 FEET TOWARDS THE CUT SLOPE. HERBICIDES, FERTILIZERS. WOOD PRESERVATIVES, 41893 WINCHESTER ROAD. SUITE 212A �s� AND ASBESTOS FIBERS, PAINT FLAKES OR SUN CITY, CALIFORNIA _ 13 PROVIDE 5' WIDE BY 1' HIGH 8ERk1' ALONG THE TOP OF ALL FILL SLOPES STEEPER THAN 3:1. - � TRW TOP OF RETAINING WALL STUCCO FRAGMENTS, FUELS, OILS LUBRICANTS. AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; 14 MINIMUM BUILDING PAD DRAINAGE GRADIENT SHALL BE (951} 693=0624 LL; IF CUT OR FILL IS LESS THAN 10', CITE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES: WASTES FROM �' r a , TF 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE -SWALES SHALL BE A MINIMUM OF 0.2' TOP FOOTING DEEP AND BE CONSTRICTED A MINIMUM OF 2' FROM THE TOP OF CUT OR .FILL SLOPES WITH A ENGIw/EQUIPI4ENT STEAM CLEANING � CHEMICAL OEC-�EASIt�G; WASTES FROM STREET CLEANING; ASSESSOR 'S PARCEL �. �"`��B-B. a TSW TOP �7 PARCEL e� OF STEMWALL MIND" GRADIENT OF 1%. AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING l 2 15 NO OBSTRUCTION OF NATURAL WATER (DES SHALL �. PERMITTED. CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED 333-230-006 THRU 333-230-009 � 16 DURING P" SLOPE (AS NOTED) ROUGH GRADING OPERATIONS AND PRIOR TO CO STR UCTION OF PERMANENT DRAINAGE T'EM NARY AREA -SITE PHYSICALLY SEPARATED FROM POTENTIAL STOF DATER RUNOFF, WITH 0 STRICTURES TEMPORARY DRAINAGE CONTROL 4BEST MANAGEMENT PRACTICES. 81�PS} SMALL BE AGEAC s; '.` STORM GRAIN ALIGNMENT PROVI D TO PREVENT PING WATER AND DAMAGE Tt? ADJACENT PROPERTIES. ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 9 RIFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE ' Q 17 DUST SHALL BE CONTROLLED.::BY,WATERING OR OTHER APPROVED METHODS: AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. 19.06 ACRES GROSS :t „�—; RETAINING WALL 18 ALL EXISTING D1�AINA1 "D THE PACT SITE MUST CONTINUE TO FUNCTION. 10 APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS WASTES, SPILLS OR RESIDUES 16.18 ACRES NET PROTECTIVE MEA S AAND 46 PORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT • 17.43 ACRES (759,383.81 S.F.) DISTURBED �" - FREESTANDING SOINCWALL ADJOINING NIBS DURING GRADING OPERATIONS. SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, µ+ �"-- C-C 19 FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT .LESS THAN 1/2" PER DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. SCHOOL DISTRICT M -w � Z a� FOOT FOR A MINIMUM OF 3 . 11 ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF l m U. 20 FOR SUES 3 TO 1 (H/V) STEEPER: ROMOIAND / PEREIS UNION SCHOOL DISTRICT ��•�� ,�✓,�� THE REQUIRED BMPS AND G0� PIfiKi MEASURES FOR THE PROJECT SITE AND ANY CUT/FILL TRANSITION LS E _ ALL SUES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT, ARE REQUIRED TO 9E PLANTED ASSOCIATED CONSTRUCTION STAGING AREAS. m �_w- 3 m p ` Ju.l � i �..,.� � cu ��, WITH 'GRASS OR ROSEA ICE PLANT (t�i EQUAL) COVER AT A MAXIMUM SPACING .GE 12 tNJ -: 12 DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS J.1J . CENTER SLOPES EXCEEDING 15 IN VERTICAL HEIGHT..w�t�� i � SHALL BE PLANTED- WITH APPROVED SN�18S IN�ILTRIATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED 833C48345 .� - 51- PROPOSED STREET CONTtR NOT TO EXCEED 10 ON CENTER, OR TREES SPACED NOT TO EXCEED 20''ON CENTER OR SHRUBS NIOT SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON CONTAMINATED v 10'. OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15, IN ADDITION TO GRWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT AND � �.._°�� r TO GEED GRASS OR COVER. SLOPES THAT REQUIRE PLANTING SHALL BE PROVIDED WITH AN DISCHARGE ELIMINATION SYSTEM (NPDES) PER14IT FROM THE REGIONAL WATER QUALITY CONTROL .• .._� ��- ff/ � o IN- IRRIGATION SYSTEM EQUIPPED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C.. BOARD. FISTING LAND USE VACANT �- �-- g CHAPTER 10. THE SLOPE PLANTING AND IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO 13 BMPS SHALL BE MAINTAINED AT ALL TIMES, IN ADDITION, BMPS SHALL BE INSPECTED PRIOR PROPOSED LAND USE: RESIDENTIAL . — PRECISE GRADING FINAL, TO PREDICTED STORM EVENTS AND FOLLOWING STORM EVENTS. EXISTING GENERAL PLAN DESIGNATION: C-0 - , jk 14 AT THE END OF EACH DAY OF CONSTR JCTI40N ACTIVITY.. ALL CONSTRUCTION DEBRIS AND WASTE PROPOSED GENERAL PLAN DESIGNATIM VE# t t r-- COMPLETION OF WORK MA EXISTING ZONING: C-0 �- Q INDEX OF SHEETS 21 A REGISTERED CIVIL ENGINEER SHALL SUI3MTT TO THE BUTLDING AND SAFETY DEPARTMENT MATERIALS SHALL 8E COLLECTED AND R'ROPERY DISPOSED OF IN TRASH RECYCLE BINS. - --- U WRITTEN CERTIFICATION OF COMPLETION OF GRADINIG IN ACCf)ROANCE WITH THE APPROVED PROPOSED 2l;NVING: R-3 _ . ...,�.� .. TITLE SHEET GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. µ-J� CERTIFICATION SHALL INCLUDE LINE, GIRAM :SURFACE DRAINAGE. ELEVATION; AND LOCATION � N UTILITIES w DETAILS / SECTIONS 2 OF PERMITTED GRADING ON THE LOT. Cr u WATER EASTERN MUNICIPAL WATER DISTRICT :� ��. A Us ROUGH GRADING PLANS 3-10 ADDITIONAL NOTES a W SEWWEA EASTERN MUNICIPAL WATER DISTRICT 9� o w W E ELECTRIC SOUTHERN CAL70MIA EDISON COMPANY .�...� "'U "� ON-SITE STORM DRAIN ��-13 22 ONE YET SIGNED AND STAMPED SET GE FINAL COMPACTION REPORT SHALL BE SUBMITTED FOR ALL W TELEPHONE VERIZON Y +- I' PERMIT. YJFIICfi SHALL INCLUDE FOLLOWINGS ;A5 MINMI;M+I REQUIREMENTS. • H Z GAS SOUTHERN CALIFORNIA GAS COMPANY "'� GRADING w� PLANS - SITE AOORESS, GRADING PERMIT NCR, PRELIMINARY SOILS T. IF ANY � � Q S TELEVISION INDIVIDUAL RECEPTION/CABLE n - - FIELD DENSITY TEST RESULTS AND LOCATION MAP INCLUDING ROCK CORRECTION (ASTM 04718-87) S V TO FIELD ETHANAC RD. INACATE RD. � ��`°� TEST RESULTS IF APPLICABLE - LEGAL DESCRIPTION OBSERVATION tE GRADING WOW � ° - SLOPE STABILITY (GLOBAL, SEISMIC, SURFICIAL) ANALYSIS FOR SLOPE HIGHER THAN 30. IF NOT M L. UG L N ID. PARCELS 1-4 OF PARCEL MAP NO. 12258, ON FILE IN ` PROVIDED PREVIOUSLY w PARCEL MAP 8001C �. PAGE 20. LYING WITHIN _ - FTION DESIGN RECATIONS INCLUDING SETTLEMENT ESTIMATES AND SUPPORTING 0- SECTION 23. TOWNSHIP 5 SOUTH, RANGE 3 WEST, CALCINATION ROUSE RD. SBM RIVERSIDE COUNTY, CALIFORNIA cn - N88'4B'2E"W 672,20' I MAP - LABORATORY TEST RESULTS AND DATA SHEET O' EXPANSION D40EX TEST(S). CORF�IV ITY TEST(S).. iP�INARY F. AGCMS a I _ 1 t '--` SCALE: 1" - 100' AND COMPACTION TEST(S) PlV1 80%0(�-te14 M ALL BLVD. - 23 TO PROVIDE A UNIFORM AND FIRM SOIL MAT TO SUPPORT THE BUILDING FOUNDATION LOADS, THE PEAR cCALL BLVD. CONSTRUCTION MOTES ; # C-0 VACANT SURFACE SOILS SOLD LE OVEREXCAVATED. OVEREXCAVATION DEPTH SHOULD BE AT LEAST 2 FEET' SLOW THE FOOTING BOTTOMS AND SHOULD BE EXTENDED LATERALLY TO 5 FEET FROM THE OUTSIDE MOt lRIDGE DR CONSTRUCT SOR 26 DRAIN PIPE AT OM UN.,ESS OThER WWISE NOTES EDGE TO THE BUILDING FOOT PRINT. HILLPOINTE SITS PIPE UNDER STFET SECTION TO BE PVC SD€W 80 w DR. (PIPE SIZE SHOMIN ON R A O SEE DETAIL ON SET 2 FOR FOR TRANSITION LOTS, THE RATIO OF MAXI�IJM TO MINIMUM FILL THICKNESS SHOULD BE ND LESS '-' DRAIN PIPE THOU 0A THAN 2:1. cc GRAND AVE. 1, siEar c,�� suit Crnr � R��a� SHEET2 CONCRET Ln�D v-orrcH (W/Slur wAu. w�E P�Ecx,�wEo)AMMS EI��IEER � � STATEMENT- COUNTY OF FtllIIroRSIC9E O3 CONSTRUCT 5' CONCRETE LINED V-DITCH (W/SPLASH WALL WHERE RE(>I F W Plans wmta51e for DE PARTIt�ENT Cell^ PER DETAIL. ON .SLEET 2 THE ENGINEER WH0 PREPARED AND SIGNED THIS GRADING PLAN HAS VERIFIED THAT pe; 8UIL®INGS&8AFL~ � � 2�� ALL INFORMATION ON THE DRAWINIGS IS CONSISTENT WITH THE STORM DRAIN PLANS APPRG)VFD VICINITY NAP FOR GRADING BY THE RIVERSIDE COUNTY FLOW CONTROL DISTRICT REVIEWED BY.�.. ® INSTALL NOS 9'X9 BASIN AM GATE OR APPRi01fEO EG)UTAL. ' a KACK SUNG, PE DATE 7W W SEC 23 (PROJECT NO. "�'�"�` APPROVAL DATE: f 1� Approyal of these plar shall not be construed CONSTRUCT COVERED TRASH D MOSUE PER DETAIL ON SHEET 2 r _ _- ,'^ to be a permit for,or an approval of an ;iv 'w €y violation of any of the provisions of the state or 5 Flat�n4 0`p rtrn nt mount)laws. This set of lens rrwst be kept on NM r ANSI ARCHITECT PLANS THE STREET PLAN CLEARID BY THE TRANSPORTATION DEPAIRTMENT By, 6hs job until 4omptetio.i. p WORK CONTAINED WITHIN THESE PLANS APPROXIMATE EARTHWORK QUANTITY ESTIMATE (� �. _ M APPROVAL DATE IN 070148 MR 070796 SHALL NOT, COMMENCE UNTIL AN CUT- 90,200 CU. IDS. FILL- 79�QE3 CU. YL7S, AND APPROVED TENTATIVE MAP INC::MING CONDITIONS OF APPROVAL ENCROACHMENT PERMIT AND/OR .A GRADING PERMIT HAS BEEN ISSUED. THE ABOVE QUANTITIES DO NOT REFLECT ANY SHRINKAGE, SWELLING. SUBSIDENCE, OVER 5 - ti RIVERSIDE COUNTY BENCHMARK M-13 2-63, ELVATION _ 14663641 EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY IRON PIPE AND COUNTY� 1° SURVEYOR TAG IN CAF�IELL MONUMENT S{)ILS EFFORT AND ARE FOR ONCE AND FEE S ONLY. SINCE THE ENGINEER N AT "T" INTERSECTION OF MENIFEE RD. & ROUSE RD. CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING Ago V DATUM = NVGD29 OPERATIONS NOR. CAN THE ENGINEER GUMRANTE THE EXACT SOIL CONDITION OVER THE ENTIRE SITE. THE ENGINEER ASSUMES. NO RESPO GIBIL.ITY FOR FINAL EARTH WOW Essj • fiIANT'ITIES. THE CONTRACTOR SHALL BE RESPONSMLE FOR DETERMINING HIS OWN Dec e EARTHWORK QUANTITIES FOR BIDDING, CONTRACT. AND .CONSTRUCTION PUFPOLES. IF IT � ��Z � � APPEARS THERE WILL BE AN EXCESS OR SHORTAGE OF MATERIAL, THE CONTRACTOR MAY `�° .c `•' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR NOTIFY THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS CAN IE MADE SCALE' AS Sk10M1�1 A L B 2 Ia T A.. .. It p. 2007-020R ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. TO ALLEIVIATE SAID MATERIAL EXCESS OR SHORTAGE. LNAIE 2/20/2008 '�. 1NlA Ew. 99-3 3708 WMY ST. DAYS BEFORE IN THE EVENT OF DISCREPANCIES ARISING AFTER (MINTY APPROVAL OR j o � DIG yloo oG DURING CONSTRUCTION, THE PRIVATE ENGINEER MALL BE RESPONSIBLE ,� CIVIL I�RAwut rR CA. 92506 IT IS ANTICIPATED THAT EARTHWORK WILL BALANCE ON SITE. _ �� ('950�W1070 TOLL FM A Ii�c N t-yen- FOR DETERMINING AN ACCEPTABLE SOLUTION AND. REVISING THE PLANS FMIM CAE � C A a s e a i ,� T 9 OF 13 S*E% wroa owe SON= � FOR APPROVAL BY THE COUNTY. toot tfiNB. fVD. Al�tove� _.. 4c(. 0 PROPOSED R/W PROPOSED 6• DEC0PATIVE 'a• WN 25'PROP. (m NALL FUNS F_ASENENT aETA 9• s. g. f As11i _RD $3. LAND- SIfE- VAR 94 t 55't 14 It 43t 9CAPDYG WALK AC i= 7' 4' VARIES !8' PAi;rCING !3' i3' !B' Pr4r�CD+iG PAVEMENT APR 14 t 24' 15't 16 t AT (SEE WALL PLANS �.s3 PAD 29.19 PAD 2 I.. 1 m FOR FENCE BE AIL 21.00 PAD is MIN 1% MINI 11K MIN p� r '� IXISTDY6 PR01> REC BLDG ' FfA)( �_ ------------ --- --------- -_ DAYLIGHT �. ANTELOPE OR. 37, R/hr 4' 39t 21 t 3!t 18t 15't 15't 71 t !4t - AREA ____ 2,Olf INE LOCATION R/W SWALE ---- ---- ---- --------------- 21 SLOPE 6+#9E COl SL66RA E ODE *SEE KEY BENCH l5:45 PAD CONPACIED SNIAL E ZI SLOPE 3'-RIl 9QIV A•C• CROSS SECTION _ _i QAYLI6'kIT 9' i0' x X10NICRETE SILL .8L06 20 ____________ S�Vi4tE ---------�----------------- `Exl3riNC t4i0UND PAVIBENT �� PAWB►EM YL MIN. ON THIS ShEE7 WALK �! SLOPE SAND - -- ------- -------------- ---- AC [AC --- F�.#!3R-------- �-_T- Y 1 StE>F?E SKAILE SA�ALE. 6' f�►. WALL 1/4" PER 6" PAVEMENT PaVEllBdT 6" 1/4" PER _ _____-- _' ---_ BED 'SEllill PE�lM LVARgS FOOT SLQpE Cil� FOOT SLOPE Y -"_'�-^� —� �� .� •1 SLOPS IXI3TING GROt� >w � 4Ut DIRZVEWAY� SI�'WALIC °� EXZSTZKE A-A 2 NTS PROPOSED RIK ,�� PROPOSED 23' PROP. PRwaw VENBi17S �DWGE EAS6►ENT 9' 6' ?�' rt ASPEL RD VARASI ACA Q 7' 4' VARIES PAVEMENT 9't 64't 2.t� CL� .OS FAW�.t 28' 15 43 t 22' 32t DtiG r flog£ COt COAPACTED ---- 316.33 PAD 37.16 PAD _ OIE - & 45't 7 t MIN MIN 36.74 PAO - ___ --_ A.C. ' G'p 21( Mlhl. — ODE 12�# !2 t &t)r 14 I�LDG 12 TD DAYLIGHT FW FEW oETiin� 5' 10't 4l5't 12t 12't 12t 27.15 PAD 2755 PAD _ _----- ---- - -- EXISTING 18° ---- --- -- ------- -�Al4AGE- R/iV ANTSL(PE DR. RIM �t 22' 32t •tt 26.16 e3�AD PA$ PAD --------------- ---------- 37' PARKING 24 PAD PAD PAD GARAGE 8108 13 __ gWALE SWALE C A.C. 3' RIMQN SNALE FUG 11' RET. WALL 30' M PAD DAYLIGHT _ GARAQE______________ �{� (PErR1 PRATE PEpNIr) LIE LOCATMX *SEE KEY S ENCCI IN X 22.10 PAD _ _ _________ _ __ - -_ �EfISTING GROU{D PAVEMENT 22' 6' 9' 20� 1.S MIN ix MIN lir;� 22.04 PAD _ _ --- -� !3 GARAGE GARA({E � �� FUTIN9f: 10' REf. wAL1 �.-EXISrDNG sly '-A1iiD� — _-- - (m s�E�a� PMrr) ORM SECTION Hmw wALK .GAPING ___ __ _ __ 4F ON THIS sWALE 3fEr 1/4" PER 6w PAVEMENT PAMBIENT 6- y4" PER ___--Ac (;'tA� - PAVENBdT 3' RD�IBOIV GARAGE SWALE VAR$ FOOT `�- am FORT �- ". GUTT£R L_..=--�s —+► Ct�RB �'�. _ SLOPE VARIES ORZVEWAY-7 SZOEWALK —— — POOPED 2:1 MAX EXISTD GROLI OXIST11M6 B-B 2 � EXIST 5' 3' *SEE KEY BENCH fI 105^ SECTION 6't, 83 t 83't 6 t B 3 21 SD�WALK ON THIS SHEET �r P 43.45 PAD 18' �• �. �. 6.A . 3 401 PAD PAW1116 PARKD6 Ca\1CI TE OR434 a(E DITCH ��` �p�� F� � am 10 1X MIN _.iX-NJN---- -----ff O 1% MIN ,` 5 t B3 t ft Lai t 6 t 5• t.. SIVALE SWELL: _ 5 - ---'. .._ ` �>l _ __- r 22.10 PAD � FXR POW Will52FurtmE MO MALL .04 PAQ _ _�-F�lIST QROtA\D- CIAO PA EN64T 3 R P.AVEFENT c. 0 MUGHT VARMS EXISTDW PROP�D 18' 15' 15' 18, 15't lALD6 !1 t ' _ -~" FU]`iNE: 4' RET. MALL F1/TI,FE 2b7-3:34' GUTTER 2' to � oea�w►nn�earn ! s ANTELOPE DR. 37' R/W PIipCIM6 PAWDVG -- _ -- __--"_ _ ------ g M SEIZEAMTE PEll RET. WALL. (P!"A SE�ITE PEflMIT) 1 1 x _ ___- - - - FUTWE 4' RET. NALL lw �4TE Pawn)i � ,, 6. 9. !0' !X MINI !!T JyIrJ ----IiLL- -- 1�'1�P-_ SIAAtE s Fr.Mal --� ------ - - r MAX r— .W� fPEA SEPPAATE i�FiM1'T) rt n�:Mai HWW AC AC WEEK .CAMNS - Ya p1�FUTtrfE 4.67' REf. WALL T ,f ��/�c p��y� 1/4" PER w PAVENfM PAVE01ENT 6" _;/4-<F$1```� CLAD A.C. 3. RAN A.C. C(L� (PER 9SMUTE PRMZ7) TYPICAL I�GY r�I�rl1 I_ V� FOO�SLQPE CLFE _. __ - F!!T SLOPE SLOPE VARIES PAVEMENT � R PA12�ENT S CTIW DRIVL AY� SD WALK — a— —.—.— P 4'! 2:! MAX NTS IXISTDO C-C 2 NTS PAD EXIST WIQrH (59 ' BPLA�t WALL MC. SLIBKK PER PLAN, INSTALL µ-t `- 11M6RE F t1 WVmilill rM 6" X 6- X ag X 8g l,- 10' 5' MAX PEFT g,. Ma f •2 5_'�3' *:,�E KEY ISEMQw! AU1l11 FiA Fill SOILS DEPORT � _.A,•�I ; �. CARPORT PLOU1E�tIVME PLASTIC JOirti°NATEiiIAI _. �° F.TD56 SECTION 18' CAF�QRT 3)5" C.I./3"x 2-!/2' C.I. �O u JOINT' AT C!_OF PIPE oFi APPROVFa Ew& w� � � ~ 1 TYPO. 2:! S1OEh►ALlC ON THIS 3fET / 21' GAAl 15' !6' 21 64 MSE A-470 0Pf�1lNB PAD I..� ... �. EXIST �,�,�_ IQ. �1 GATE PAR(IN6 RAfKDN6 � C. -1.. . : ": a ., t- 3' _�_ .ORAD M DZYCH (ice APPLICABLI O AFFLZC40LO --_-_� ses CDC.C� _ -. :- -. A.C. PAVENT W. 15' i5' 2B' 9't 64't 15 t _ CL� IL m MM iX MIN !.Y MIN 1% MDN -'CLm I-�{#'''� ;jw �' i - t ?.__rt PER PLAN PARKZNCs PARKD _ __- ---- jE 5►S 6rX MAX -- i7 r _... r r>�:, — DRADWGE DITdf -- ----- - _ - lX MDN 1% MW ___ -N�BV-- - 'Il _ ^i; (.`' ` Y;YF ! ' PAD a.c. c. {1.-� �� -,�s��- # �'I �.�.' � �I� ��'= .,�.�;= TYPICAL DETAIL --- - + ---- - 5AG MAX 5X MAX PAVEMENT 3' RM110M PAVEN wr _ ;;1"� ,f`sue- t 2 3 ".--- > GUTTER t ETE fW�SPLASHRWALLLWHE E REQUIRED) PAVENINED V-DITCH evr 3' Rif �, aAae �,� sWALE FUTt�FE CFiD3 WALL TI-�U CURB DRAIN DETAIL G 2 to ;�N TYPICAL SECTION 1 MS (PFR SEPMATE PEWIV NTs CONSTRUCT PER CO. STD, NO. 310 PAD NTS 5' MAX PER if? EXCEPT MODIFIED AS SHOWN HEREON. a ., SOILS REPORT NTS PAD I __� I, wIDrx f3 EXIST. SPLA3Ti WALL � µ j, (N1FF� REDO ' r C&47ER 6" X 5" X 68 X 8g will 6' Q�T� R/W iZ6' �. R- I_I e. ! TYPO. (S! HALL PLANS (EXI'STM u� FOR Fib DETAILS) 21' S5• W. 2 • PAD 1 LN�9CAPD PROPOSED MWALL BL.VD PROS a Jr. ASPEL RD Pf1t�D 2R P AGE 01#ADWGE PAFA1liAY VARMS FRAM ARDSS.FROM 12' 12' 22.1t ! °t 12' 49' EASEMENT gc, + 5, W 32- 0-17' 2, 9, 6, . I (PADVrID ISLAND)SWALE6 DEC" V 2 TYPICALT'AIL _ LAND- -Si AC PVMT — IX. BERM SCAPD WALK A? !/4" CE 2 ------------------------- _--------------------------- --_- --- —=— w AC 7' 4' vAR CONCRETE LIN ED V�?ITCH EXIST FORT C{A� 2.ldAG a• . — ALL R-AM PAVEMENT (W/SPLASH WALL WHERE FlF(�i11If�ED) — r— <'�21 EX. GAOtM F FENLLE DETAILS) I BASE C�tal OfW{PACT® srSZOEMALK �eeRADE SAwL'UT ti tx�ae '� � � car �-DWri.IL1HT D�f'7�� fOFERS!®� E-E Z _ _ LBE LOCATION BUILDING SAF _ 8i46E cAt E ACTED __ - APPROVED NTS PAD 1 FUTLM RErAZMIAIS WALL _ __- A.C. 2. *� KEY BENCH REViEWEE)BY Y. (PER S�ATE_PE�1Z7? - _ Slill CK Sul Ill QDXE IP# 701 Ap rovai of those Ens shall not be ranstQl�1'1 070798 M. __ GRADE 2X MDV. �IXIST D TO DAYLIGHT ON THIS S1`EET SItALE - violation of an of the Provsions of the state or m ROM laPLAN on 8 F-F oo 2 NTS PLOT . "m C l ON4 CtY O�Z� o COVERED TRASH � �' � ENCLOSURE SCALE AS A L H g s T A. wA. 2007-0209 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �� 2ooe am py� 4W0 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. . DI:awNt �/ ./ WEBB R 37 *MY S9 T. 9F�T r� ,� BEFORE �►YS 6EFOItIE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR c 0 Yd! ac YOU m DURING CtNdSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE �'�� ` T� A s 0 0 c i T a f6``i1� 6EI6-1070 OF 13 Siff?3 a -eeo-r,-as�o FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS BY ' c f�NISIONIS GATE �► Pueuc sflnce �r NTS DECKEot ON. N O. u� A= FOR APPROVAL BY THE COUNTY. APPROVE) B .... . ..... .. . Y: MAW- ub . I . � . . . I I . . � I .. . � . I . I - . . . . � . I . .. I I . . .. . � I .. - . . . . . . . � . I . . 11 . - . . .. .. 11 I . . __ 02m . - %JT Imim . . c_J(.1 I I ET 4 _ I , I I—, �q I— � i CD - C_) '-, I I., ,,, I_ - I I A ____ � � . — — __1__ . I F_ F_ . — — -, %+.* g � mgg*�_ - , , I z � ; = I �, , I I i �. i .l. I I . 1. - , � --- _.____ 7� ,'I I i 11 _j I ,_ � � I I , _.� i . 6��N, � ,,I- 9 ! li izrl IT. — 1 __171 / - -_- ...... - ! M I ]'-� , ,--,i v I i 1 / 1 1 , , I I i I __� ,L____ - �c i j ,,-, , � . I I,-, 1" � � 11 i I 01 � , " 11 11�I ,I CQ , -, , I I 11 - � ,--1(,.;�, , ,,� mv�' -I �11�1 �,l , N. m. I i ojj�m .— - _____.__ — :w _ I � I i ,!,.,- � 11 Oj 1 6-- 71107 11�1____-1 / �, � � I -I - --- _1 , , . ill I i� -MAE,- - - . , �, . 'z - =:4;L. 1119111m I I HP �, _ , I i I I � . I _j O" P -1- . I,- . /I tI I . � . � I i : Ill ! LL .-,-----,-,--' /' I @ I ; I \ o I j . �, I �� % /f I. I ,/""� --' I I zll I ::10 I 16,I_./9 / ;� I r- ,I 11 44.5HP/ "" � i 1\ I 4 i i / LL_ . ""4\ 11 ,_r " �, IS 1. H _.- I �_, NOTES: . .. _* — I I t . li i .11, 12 1 1. i - I __ e , I =:�; ? . �,, _j i -,. -_ I :o I 11 K I 1 1 - I , f , @ ) . � . - I 1. . 111�1_6 I _j I it ,??), , , ; I �, � I I I ,. t,z �t!u I � 1 411`� t '_ — I I , " �,�i. � I I ,_,__-A " -1...... .-- I , i I �! I- m , i / - / 11 __ __c I 9. 11, F=1 1� 11_______1_-__l 1_1 , l I �i!�� 1 " - � 18111 \ 15' A - --.,.- . -, 2 .." t "I 7�, g t I., � .__ _ i / FAU �' _,'__�', r X, ��_ _.- �� I i .;,�, �� - � '� I " - Nd; i I . "'1 i l, 11 I i - r, I /., � 1.5�,,, -1 .. - I-, 'd / ,�� / - i ,I r, .11 ; A \11, ___11 �', i � " .,.—,.—-J I " " — ; � , ,\ _� i i I ,I ; \ L(@) _., I I I I ?i , l!"...(i / - i I-,' �0% I 1! I `-� _. 4 1 1_�' I- ALL CURBS, GUTTERS. SIDEWALKS, WALKWAYS. UNDERSIDEWALK PIPES, I i I R �d i, ! I I i a I T W � , / , " I il i � _._--.,,<1 j '\q I - .1. _4 f � � I � 11 I I ,,, I I _1____-__I . t 11 I ; �__ 5 / � \ 1� 1. / ,` ,// 492 53.1 STAIRS, RAMPS, TO BE INSTALLED PER PRECISE GRADING PLAN. , I ; � ," 'I t � � I W 1 t I I i : ,", 1�1`__ � ; i �__11-,L_1__1_-1__1___1 � / 5 I., 1, 11 "' _1" Ile 48.9 j I i � -,-.-, I - _ � 19 i ,� 1 ; I ". 41 1 11 Ill, -JI,=_��_X,,�___-L...X..____._____._ � a "J", ,,,�i ; 11 I`11 �`Ii! 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THE PRIVATE ENGINEER SHALL BE RESPONSIBLE `t -1-spa-W-28W FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS (95i) 686-1O70 �01 11 A wouc see REl►ISIONS DATE BY TRACE A s s o c I A T s 13 SETS r:duaoeouNc soma FOR APPROVAL BY THE COUNTY. APPROVED BY , ON6. N0. . . _. _ ,.,. . . 1. - . _ . ..... _. .. . . .. ..... . .. . ._ ...... Ea Qw 11, _ EET 6 T r•_, CA -'/ ,, r ,;. \ ^^•• _ _ !` ta/r� c' C' 2�'...JiJAC �01 :, .^,1 ._ 1C.tjTQ.2523,35 AC, ../"C��L:.,�• f ;,, I �j, t i �, t j 1 ➢ x :•�.- 7 I f ; ..lQr�. , 4.755 1` i f 7 �C• j 4 fs, I {t -- :l �T I / \ •., ,!` % �.� j �• - i.C � h t I r 2 .04AG 1 � A 50TRW 1 �`' L ," / �. O iC l �0. 0 y _ _...J _ _ '• f f' 13.161E ti_ �� '. NQ� " a i - �= � U'¢ ------ 'Y:C �� f';��;" 17.30 17.40 �`..-_._ _ ._ _ . -- ---- __ -_------ ft ;i agi c> � �4 (�� r. _ _ __ 25.4 - `il, _ 4:�,t _ r _ -- - %� 23.1 ALL CURBS, GUTTERS. S. IDEWALK PIPES, 3 1 - - _T---•-- (' ( H, 1 E SIDEWALKS. 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C REVIEWED y y DA`PE r �, 3 2 ,10AC' l K.A(: SL9M�C, of be construed `I ?j ( t - 'i'l ,. \. . :kl�i AFL i \ �. �r�Prai e�'f tl`iese p4 S shall n fan;„ a #•i, z t 3 i ! L_ o,C> -_._-_- _----.--------'- ---.--__.. -- , _ f i 22 30RIM j �' \ o tie a permit for ar an approvalaf the state or - _ '�' ?�. - r _ violation yy t n e Th's P r t set of tans rixJ kaP €\ { I _ 2150INV l n 'b G rt.`°'r' I m,an of he provisions t o �. ., 1 ! %3�3 �' SSE ®yy St i.. i Q? 5.�a 25_d8 • ' Q G. r j b rntii omV, { i it -;n� 2, ( �F Oil 8t{G.l. pe, � � I �` i i unt laws. 6 c� G 0 1• -. I cv �' } f AC Ail �tiL, war ,,,, Cti CL [ C3 J ! �! .I � _ .<. y �f, { j t ; i E s - _ f _ IR ! g g / � �.,. j� «. ._• ! 2 GRAPHIC SCALE 1"=20 ' !�p •�-��-, � � `'� ��` -«...,,,.,,..k,.,,.,..>. � >..,,.,.,... .,....,...,.. Z�' i\ i } f ft t, f "'� ~ I i - 'R ►�+ N r R tV N N �� / �y��,,:,,,.,,,• .,,.,,.. <� ! *; ^' ' {' ..,... ....,,,,, «,.,_...:..o.,,,-.,..,o`..s ,,...,.;„>..,..n....<..•.w�``.n n`` i � + t � f _ _ ,.p _..... 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ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. i DATE: .2/20/2001 StEET DIAL 70 vow owl. 940-N 3788 *MY ST. 6fm IN THE EVENT OF DISCREPANCIES ARISING AFTER COMITY APPROVAL OR �I 5 g YOU No DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE +�sCN& DRC R � i.-aoe- a�rop~ FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS GATE BY �f� 'C �� A s s o c i s T a OF g3 9�T5 . . s ALPT FOR APPROVAL BY THE COUNTY. 0E� ows. No. / F.B.: \ C-0 \ \ l\ 3 rl-\ I X1 JW -•r , ti t _, ^w ♦ Y / 1 a sNMM wTR PER '0-8744 ' LK..,..,r j t 1 _ - -____ D(. 4 GAS _.. ,__.«,, ,_.,,.,_.,. ___ c �,- --..-. ..__.»....- a _._._ :�. GUTTERS, S z _...-;�'_,_-_...._.,_.____...._.__._. .,__.�;y�,r.��o..�..�::=' � _� - - F LKS, WALKWAYS.1 A CURBS. ALL GUT J ^ IRS, RAMS. TO BE INSTALLED PER PRECISE RAGING PLAN.PIPES, STAIRS, __..__.__.__..__..,_...____.,__..___.__ t "1 , ___.•,.--._. ,' 2. A RETAINING WALLS TO � ;� �,. ALL ALL BE INSTALLED PER SEPERATE PERMIT. i , I ___.._. _...,__,_ ____..,_ ".___'<. �. "^�'-...,•, ;�, _,___,.__._____.._„_...._ ,_.__.__________•_-_w_.,"__-._,_ _ ,,._._._._.... PER 0-7Q+9p4 & �-" EX. $ VCP SwR � 3 •� a f i` : r r �II r F f• 1` f ..J )` t r 7` t t P I I F I _ r• \ - a i ., �'�`4 �'• �a °',� i �,i �`;; _ .___.•,_ CMSTRLCTION NOTES � _. ; -'-`i _._._. _.._,,t_.._. ..____ _,_..-.,_. .___.�,� ____.- ,._____ _-.__ __�,_. ._..._ __.._. ____ _._�� Qi aDNSTRUCT SOR 26 MAIN RIPE AT 0.5% UNLESS OTHERYVISE NOTES McCALL ]� OULEVARD PIPE u� STREET SECTION TO BE PVC ,E 80 i N) SEE DETAIL ON SHEET 2 FOR _.„-,- PIPE CURB 36' S0 - . • _ ., `',; �'>, 38" STORM ORf4IN,PER ,s_ __.____._ _ _ .`_�..._._.,-._._____.____,__,_._t�_ � �r :�- DRAIN HRU @r�bCLR ` `,"'. \'t si ] _---...__,...-_,....._- -... .-- i�`• /•^r O pyAw :� a rLA �y, ; ;- _.•�-..,..__--.�.,._w_-_..._...�_.._.___M._..___ INSTALL A.7►�S ` r NOS 9 BASIN AND GRATE OR � EW&. } ; 1 l > \ `\, - ' t- _" �� -r __._....- -.,..0 ,__.•__._. . w ,._.-..w.__ _,.,. . ( INSTALL ALHAWK FOl1NDRY NO. 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[� a c_�.541C I , :.dtP"i�lr'`i §> EN y04AC f ' i L SAFE � £ i •��; � P t - .f id � i..�--_I � • P - i. �1'F1R� � � �ti,k..,\ !r�" ��, �r'L S J� S �v_:1�'t� a 'i `; .!i i � Y',P'"f-'�ry 1t�67C . as •fl, J } r l 1 J_.._-._i__ G70JJ7 _i ,f 13.l6TF - _. ! / �i( l 1.c9.9.G _ ( t i REVIEWED By J- C _• ^s4 7"3 y _,..__._ __ .____._,_ �,r �d t KACK SU PE s -cb i , �. /J `5 �:�• C FL :'-._- - t 's 25A Apgrova!of these I DATE ` x.. "j e a - ' c'�1 f' 7 4£! - - _ -. \ !' /: 23.1 Cs b@ f' S shall 0#b Construe ue 4 _ _ _ -1- f 1 20.9 f ¢ perrrrft pr orn d x f g { _ q i / AG At, `--� ! oat' f o1¢ aP roved ;'` I q[¢ }� ; �, �� ' :W.-•'" ,7 FL vi i r,o an ha o A. of any p� e j A { } FL _ t \.� GRAPHIC SSt$#�flafsthe state®r : { i f < +r,, � ,•'" "SIC r% y 1 I J .,,.f1- ; \ "..:E' t#' tit 17.8aw „,.. 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"f i n - �'27 20AIM ,�I, FL i ---_ .� _ cv rr;r� c j cv 23.DOINV �'`" 24.1 T IVI FL 2 . y �1� COLUff OF M M THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR A i D a B T A. cm wA. 2007-0209 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. "4 DATE /2008 SaT �. CAI. 1w0 WtwI � 37M McWY ST. C IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR CA& wE_ R mECA. SIM V 7, YOU DIG you q8 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE '� 685•-1070 tou FREEPURMMICE t-aoo-�-.moo FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS pEVI DATE 8,� �►� A s s o c i s T s OF 13 SIfETS UNK war FOR APPROVAL BY THE COUNTY, .� APPROVED BY: C1�CK EQ GO. NO. r EX. 80 PER 0-7094 & 7096 k -'-<-^:�,.;...-.._.___,�_._..�:.`�'w-.c,=:... .,_._, ,-._mow ,._,___--- ,-..,--_- _...,_._. •__t^� ,-'._.__ _ :'`'�'__ _ �"'- ��. S �`'�'�``.. k I °1'i �. �t,.»+ry,.,>w,... .w.�*o++*"�•'^•'',..,rs i i -_-.,�__.. -'`>.�.� �-u$'.' «-..........-...............�.,........,,..�4 .e.,,,,s,........,..,.....,..,,»..x..e„�«+s,-..'�•':5r_-._..._-.,-�_�..,..._ -,__�_.___...._..��-^�`5'`.-^=-:m'r'/.�5.x�•r-� .e-ea>%m'n,-".--, a...,.,_ -_.._„-.- -,:,,>v_".-t%.. � I- ,_~ i I e�M� 7 IX. T ,, i� ��,,� ; ..__,..,.--..__._.__,..�_�.•- �- �.,_ 1'- ;- r- ,�`; �' �.,•-' CURBS. WALKWAYS, DERSIDEWALK PIPES j^, ALL GUTTERS, SIDEWALKS, WALKWA UN l _ "" STAIRS, RAMPS. TO BE INSTALLED PER PRECISE GRADYNG PLAN. (' f _ „r I / ., EX. GAS BE EX 2. ALL RETAINING WALLS TO . 4` =.��_....._..-.---` INSTALLED PER'' SEPERATE PERMIT. t , i 1 1 t _ SEX 8" VCP t � f CONSTRUCTION mTES 1 _j Y .,- \ ,c9 j- tJ F- J<� a''`r'. /✓ ,; ,j'' r _., _..,,._f``v,,,_,.-.„.. .............._.,.,.__..- .. ~�f ... l/ � '1 J�1. �� r,.r•''£>,__--__ _._----•-----__.w.. �___ .. ', ; � �,:�" � ' � --'- -� QQ CONSTWCT 26 WAIN PIPE AT OMU�SS OTHEFIWISE NOTES PIPE R STREET SECTION TO BE PVC SDIEOL.E 80 EX. 12 SIZE StIOY4V ON (PIPES PLAN) SEE DETAIL ON SHEET 2 FOR ;1 �`: .; �' •� _-__._______ __,��...-._..,_._--_._,_.___._.-._ ___ _,.__.___ J C. , OU �- f - DRAIN PIPE TWA) CURB ORAINPER INSTALL�TAtL IDS 979" BASINAND GRATE OR APPROVED EGUAL. __ - « i f 1 i E x6% e �•,�, � n�.:� �..-_ INSTALL ALHAMJHRII FOUNDRY NO. A 2232 4" TRAFFIC '(MATE � � �,.._ .-.. �� -._„.._,.._ ._w__-_._,....,_ _�__.,._ ",_._�_,.___.. � �` SEE PRIVATE "`; ` s` j ( SEDER PLANS FOR 4 'CONNECTION TO SEWER MAIN). 1433M, ' 01623TC 1824TC \\ 24\22TC \ 3 IX. 8b," OL&C r.�'.`2..i'7 50TC 3 045 '56"W 607.55 17.57FL ' '��2 0 0 7-V2 8. ,.,.._...,R 3 1 85FL 26 . �- �!�I O� Oki PROP. R/W PER • \, ,�\ k( � `•' ,�' s '�\ � f,j "'"'".� ;�`:es ;,,,,,, �J t 3'-'�-,5�.-...JS;,i - 13;ODIWV 5 �27�'_ , , STI�DDJG t cn rrr .. ___ _ ___--?� 2$2 i i -:�• ! 1 € . I r .. .�. 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'i , 2.6�•C ! r AU I� AU C__ .3� r t q yt ° �• 11' _: C'.Jll:�, _ / } f ">,1^`':.•s. _ I a :.��7,'. s 1 3 7 r= rat i o0j J I t L l- •--� 1 .,,e__ I s Y'xs' � 15' f i 15' T ;1 t+ F 2 ,GOAL ; ! �f Y , - •,� �%' ( LLB � ; t �,.�:. # j I } F RIVERSIDE �C`-=�' � � __..� ._____-_ � I: r ? ;i � __�- Y -.'� ti ^��•..,: _ -` �_ -„��_•_ I f � ` :��z,. { t j � G®iJf�T�Y� R DEPP:R'I'Mh I aF ti �a}�aF s �� 1 , {j I ,. 1--. �- st ¢ ,__,-...�__._-. � �- � ri --►•t_ `�U7� i � � •t�,ti� � I, ."\ �.PI7'�[0VE 1] �3.1As as } IIf �7i�` Z ;o I t0 \' � 1 �+ : cU ! 'i 1 t REVIEWED 9Y_._ ~...�a`� ��- --- Y I 1`i i jll F\ 1.�; Cti ►�1 t li- ` r'' ' l �'? r• d? V' t*f : +. •, �. 'I,, t' I ' I�IC PE i�lf►TE } i 20 9 % FL f w f I �'^ 1' I c,� c. ` `"' U Jl 1 1 KACK SU �, i \ m K,c i ac; c`Z', �- x + ail not be construed i S r FL i `1' I `i t {_J i ± i {(� I wa .,.> z, ; �t ( ( t�op6 a pal mlt fob or rust shall roust of any -�-1 \ \ ` - tti!Cal �178 ' \:X ; -+ '\� i � ';�� t _ � 'i '�`"i t \ 1 P; 24.6TRW \ x =, m m° 1 I violation of any a the provisions Of the state Or cad I-- _ _M 7 tr:;: wunty a :c4 l_ ': 4.6TRW 23 2 `� v`�a - f ,: j i J „_ k�t1t on ._., ^ `�':, '`�' �`:\ >•,,,, 1 Ir.-.w .�..>y.-kgjr- i \- 5 ', .i I � i f I {x r low, p I his scat of tans nwst be cri u. M F aY,until,,omp,etic•I. 2'1.93TF i r' i J GRAPHIC SCAL 1 -20 i l m y. r >� :� Mai Jll • o. r a I 4 + �<• 20 4060 l- 23.7 �' ,�� F ` 1- .,..m._w.am,,,,o.. .1_• .�. !,.__ _ f}..:xw,_ •....�:,.-. ! '��,,. 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SifFT 61, efRO� DAYS BEFORE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR � ORw WEBS R M CA. _%W 7 O- You a � O� DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE '�. 1) 686-`so7o oSP TRACE Assoc 'I a 'T a. OF 13 sEm Tots jj,�j? �-goo-�-zeoo FOR DETERMINING AN ACCEPTABLE SOLUTION AND: REVISING THE PLANS FtEVISIONs DATE BY u►�oE OiBo u= FOR APPROVAL BY THE COUNTY.SUM wt �� - _. .. . . API�ION® 8Y• TZ V QFWM&T ill CJ�c J c r __ -. .r _ .� 25.4 J H 4 .I / '� -__. .-_J.,., _- - �_► _ j ` } III ,,� I,;.e � r °, ` fF{ 23,1 .4 HP a?} r{ u iZ-r "I j 1D f '�*? ! 'AU w.. .._------ � 20.9J �` 1'IV •I �t r.I_.-. cui i=)+c:� �I 1 �OD S Q�=f \.l ►� I .t/J U J `%si.":i"< _. .`4 11 1 !i i t' I r `r III '�t ti ` ( o! �,It> `>', } 1 N CU p�7 I } j Lei ^h j f �< •'1} I i � 1 r < I,t d iT;i)-�-_ C:�<� '>; � 1 I 1 ~ •' �� < 1 t %y;`3' �178 "' I I 4 r,I! .r9x 1 �( 1 4 : _ ( M 2 .6TRW I �luw f 1 cn 23. 7TF I+ 2 ' ; �` to f Z r, 4.6TRW GUTTERS SIDEW -,.,..F...._ v i , 7 1. ALL� 1 Cl1RBS S, WALKWAYS. ' 2193TF _.._____._". I d ( N i T' ;: ;� 1DEWA PINS + „ ,` 4 �. \ y P! ,« '> , 1 STAIRS, RAMPS TO BE INSTALLED- .% _ ... ':r-�k '� �� LLED PER PRECISE GRADING ,,.:�� .��_. ...b,. ._ , r DING PLAN : I " __.._.....,...,...._,_.,.__..._c••:..-_............. .,-• I I ! � ,r' ,,,,,.,>r ,: � RIB" �cP�nl% �.�- •a<,_.• I ,/ s .' s M a, I 2 ALL RETAINING WALLS TO BE INSTALLED , I _.- ,._w...,� '�`� I.�'-"~� = F . �,��'� �...�_.. .. __ � PER SEPERATE PERMIT. f ' ...R.,_.»,._ , , , - - /f •`i,/ 1 r`i Y,4:fi. c .«, r- '. 311 �_ f 1 rt.. ,.,,..:<.,.-wwea".>xr.•r.<,.,:•.. /-^ _<._..,. 3y 18X il-T23.8 1 ,'` 25A Hp 1 t 18, 15, I 15 t 18 is P'cry =f:__ j } �► i ,,,, v'.- `i' I CONSTRUCTION MOTES ,\ r ,,25.4 k { , ..-_ �.1 24</ j , 25.4 „( r r<o �' , . .,.: t r f_ r•. ,� t !+ I G` = I 1 \ 1 CONSTRUCT T 0.5% UNLESS OT 24.1 F { HP }!( ;c, .A 3 , Q �_ i W II Q SDR 26 DRAIN PIPE A tiERWISE NOTES I / _ ,1'� (I( '` �,��,._ ! ,h} � I k � PIPE UNDER STREET SECTION TO � .� PVC StEDIA.E 80 23.00INV 24.4 a A 1 �. _-__,__,_^. ._. :: .77TRW I v ; I r, - _ ____ I i (PIPE SIZE --_ ,- �., I�;�'�.� _ = " PLAN) It_ ON FP i' '-- 1. r ; )i v'") - R _ - ?AL) } ) i SHOWtd ON SEE DETAIL SHEET 2 FOR + f` ORAItd PIPE T1Fll t1R8 f i) I --• ,- �` lti- -^•.,,.. f;f ( - ) i --;7r`J; � I N� % =�Y: ,. , � { t"ga ^�,�'�' .f'�,i �..., ► r'�' f �,_ 1 -- ___- i } I i; 4 ly i� > 1 1 ✓ s u i 31.1 TRW I� i �' - f nr __ .. !I • t � � , f I I,� rl ® INSTALL NDS 9"X9 BASIN I�dQ GRATE �! 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Ali / H t r '*�' i. � r .,,s,c 11 'r ,•�'. a"` / ~ LL�1 � N �r '� J `��,, 1 •,.s- _m I _- .. �_I /Ul� ,f` _1,..,.._.,_.>,,, -rr-n, r _O,t��`,..l��s`J e .._..._.._..__Y.. _ ___.-' Q ..i�� •I I l-r•��n-, f' I i` C3�1') /. � �' % LO i dY }.k-_.",^-^•_.._..> i� ` cw 1^ 1 ,,^'".., _"„-.-' t I w �w 1 COUNTY OF RIVERSIDE tiriC;: ^r. - I j ,/ IIJI~ �� t� 1 '97. ..., ,J j� �; ' r,� t i t� \ / • EPARTfE I } r 0 - i r r, , 1, .,..,..,. �. i .,,...._..- ,..� _, ),- :/ `� I, r' i' j, ,t" 11. f fi s`� P\ rr, BUILDING i.. G %4 / � �c SAFI✓TY Ai, /;� i1� -'`' 26. =�= -'- a•- wiz ,,.,.. .`�'' � i� -'��'" �^ �� - -- I i ;.;`•,......_. �;: �.. t ✓ J 1 \. •>l w�, a \ / ..a-•-t'_..- _ APPROVED f r• 27.4 FLt' REVIEWED pp�� `(� �i a cT :�' _,I< � � 1. 1 p : EWER BY r f� 41}. �.0 E 's IE;Si`7 t,Cr.le_i I /'< -J," Y✓-• / !`i ! ' i' \.� °l i '\ y� Z >� ^ ! r/I i=r) t..r)i\„ `� r}!%7, f' /ff Cn [ ",% i Q'/ ii I ,�-.,__„__,� ' - u .JI\ - MCK a3U'Y.�.3,. I m ,' Approve!at these pia steal s tru to tie a permit for,or an oval of cons ed p m r-, Mf,. �: u_ `', l / -• - ,' yr .-y.,. _. - viol app any o c4i - ; , , ' t j / + \ viol few an of the ofplans r of the ate or s r _�.- -_ - • 7 - '`�`R � ` � _ -___ -, ,,�' ;' - ntr ens must be p on - - E - { I tro e _ f; et• �� '`f I � ' ;�` ti \ � � �. � stet of ! e kept �� s�,�. . - - ,-..: at � �I _ tic t 25M, PAD i ...�' ;' � �"V i L_)r G�1='' ;�.. >: u C')� J J �'' ./� J 1 �1....Mm .,,t`•�i, `r�,xf:� l�'AU � /" ►; cv /'' ?� 1 /� i r� /.ttejo u m ' p- t �� E i I 1 ' 1 ,,.3 r C CU I Lt. «,. Q L., N HP , ►�.. N r , }I cs5u' ;iLn ` �s;1: � rr'9 ? '` ' '' �` t GRAPHIC SCALE 2 -20 H. 1 r'j fy.''Cr Cr} 'r-�•c_V._� •t /"'[• r'r / �t t. t L ,;..�.'"•'_.-- .,. � ! --•-r• _ �j �� m /r I .f >��,Y � [ c-ij;'L.7 \�K, CC,iC is J;' �` ,/} / �•.. .! 'r ,r"v / I ; "i ', i-.iil"� tyt. 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L-._._..- %` i - i`Y ✓ H�.L. it p f .l ROUGH GRADING PLM -� / M. i� n i, _. _._ f• vt Y_..,- _ t f .r' Q .rr .p (�<' F�' �i 411 I)� �':-F' 0 0 � PLrflT �'�58 OR PAM o COWM � THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR + SCALE: AS SHOWN A L a a $ T A. cm MA. 2007-0209 a qu 70 w=wc ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. in cow 2/20/2008 � DAYS FAA IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR car. 9"o�-1M � 3788 t CRA. ST. YOU NG YOU W DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE +�, � ORMrNk RNt73SI� �' 92�i06 t A PUKX BY t-roe-err-moo FOR DETEF�QNING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS DATE oy � CN i �� A s s o c I s T >� t� 6es-it)7o pp 13 sacs VINIMAMIND SCOM ueM FOR APPROVAL BY THE COUNTY. OMER APPROVED Sr , NO. 414q so Q, 1. . - - . 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(i t / s"'+', . -37 7 - — -_ e"i �5` �° ,'' / -' / f' /f` m - _ ; ,t` /`` l if i CONSTF CT SDR 26 DRAIN PIPE AT 0.5� ��g ��► 7�:� �'_-_ :,.,1 '�s �' ._..I Yr.,_ HP _ •..,,�" t /'` .r'' / .>� ,f' �_` J- / F^ r' %�1„`• I o V!`II.GJD QTtzl'IA NOTES H� r / `,/ -341 ' I �( ' ,' fr -� ? o 1 CT3 r'f . ` i �J CV ° 0 ' f`"9 'f STREET SECTION TO PVC y (< �� ; ✓ 4 � 6• i r Y - 1. -_..._.-.. _ / ►-. t fr / (PIPE SIZE % MIN ON PLAN) SEE DETAIL ON SHEET 2 FOR ----� 1 } > - - - _ f ____ ._ �' _.—.--__� �-- '�--� ! ti � � J f„ '7 �..+� -" - • ' ! ,_ _._... g...._,.. _ ( t /r N y 1� � � / f I. x f/ f a TH111J CAA --- r - — __-- --- __ _ - .. -r / �' �, ; , ,. ., - -' I_w: ,� S ;� DRAIN PIPE E - .- f y - .-I chi 4._ r , L[7rFIV"._�, / ! /; !,-,•' ^_-_,....._. 1 -1 -,.i a--- '�'`� -- %..�---t .� 1 n. & I ' , r' ,•/ , / � �} A„•✓ r; /- 4-- �' }} ! �„• < ._ ._...._.....-._-.-.y, -..{�._._-._.-..-fir ! r ^•� / ---__. _.._• _-,,.�>..�______•__ _ , F-�r<_..__ �----'� .�-_.�-�_ __ v.v.�£ -�-__'�' {- _ �'�=x.�., ', ,L 1' � Q �i�:��• �.•'-�` ;�� ,= , _ ,/° ;� _ �{ ,� �°� �2 Oa�ISTf�JCT 3 CONt�ETE LINED V-DITCH (W,/SP<.ASH WALL WF� REQUIRED) F `�" - _ ...- Ai-'"". .. - " i -`I 11 1\<I 'tea^; -.A i ,�,,,., i/ ':t ,\��,,,a' ,,,,J cq r" ,! % 1 '-„s-z-.�•,-�`_._, i"I i / >11 f f`/` /� d - V.- i / w_ -, �" �.� ..,__„_. __.� ¢. . -- n ,; �,, s r� i ' (�J - / i' f J`' , / PER OETAIl ON SHEET 2 « N,, _ ,�,• '•`J�� .n,.rc> :fi+ '� `„ ,l{l"' i'-._. �r,`_I._ ' w:'- c, A� .i i' .,i ,��'„_,....-•' r, 5, if FL r __ _ I { Sr i"" .f __I - 1� �- � � .� _ ( �En ti ,�`--_ �.¢ - i ).� -:- _ a ,z - , ..- �'_ I� - 3 3 CONSTRUCT 5 CXXTE LDIED V-DITCH (W SPLASH WA 1 l r'i' 1 , ,7�1 ' �� -(p„ w..,-- - t.<' v I'"' p l O / WHERE REQUIRED) _ > ( r%,' -,r'"`/ 1 �f '1 /' /' /' -_.ir .-«r^T•».. �' '^•-w i ._„w ..,.✓/f ,r :a5"..,,n.., ,i ,/ ,�. 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This_ /` � i ws. p �' ��'�=•w /� unt p' r` _ ,. J t- t ! r i 1 t= r� i it r I r �" i' 1,ram �r r'`` �. r`• ,� t / t/• f r' t 1( n I ,e�'z yy until i:� �,„x ,t v r r, , ,,, �1 i I Y \T . r i- _mow - r' +r' ,'" t i !• I J¢ 1 /' fr /� i I$ .r r rx..-z-.-.._ ,__. :cz��.�.a^, % J t /' 7 r / i/°' .r r �l ., j'. -. 'r. ,r ' _ -fir •1'' .-;�:�i 1 cF;i - �:�=�- GRAPHIC HP �.. / ,[jij€ SCALE r /, ..�'� f I'r i �I rz i r r,' i ✓'r i } ;` J 1 - �• _ /~' ✓ 'rv'w,... ( d 1 Jt`' - - / I f�/` / l t/` + t /•r t d 1 1 6r ��w �y f !4 'r.- i fr i - \ ✓ 3, 1 1 f i > I $/1 �>S r''- i.i � i / - S?"�..a� 1 (. ./vs � J' f I'S 7 CS IIIf. J} i t ....1.?< -r j =sue Q _ _ / � - ,��r 1, r _'3: � tip.. 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GRADING PLM - ' i i,• .,Y.,.. 9 - 1 ./ r / :j ! � c r / t / �.�` / i , t-� r� r 1 =✓.=:'-"'.:_ { ; .j. ,.;..-•-.,ar..._.�,.,..m;',«. _$ � +4( J rt� � ' i ,, ,.� 7t I" ,r i !\ )J tY f ,.1 _ _ON 0 1 I 1 F f s i`r s( r, „\`,: {s{'' f i ice- f` i" /l `�_ _ _ -a,. .x_•r' t ( F 7 �, / - - , it / H` / i` s / o �7 4 \, k/ � : 7 l''J P { .... ` T i° 1 G I t 'I f 7 _ 7 _ i N /i - - - - - t - ''s , € / 1 f // >r; i b 7 _� . I i ! a -11:71 \ :- � „' / /` I r:sv. ! ,.. �► �, > I r >< r f^.1` 1 9 , �} --"",°•• S`�,}: 1 f f ;>f . . I - I i z t 111� - m PLOT PLAN 2- V a p z ANTELOPE ruLpm CD 10N ''1 "�'r'," COIfTY OF RIVENNE o THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ~ i SCALE AS SHM A L B s x T A. GIY� N.O. 2007-0209 8 p� m w=m ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. In�►, y S DATE z/20/2008 W -D-D 3788 MC(PAY ST. SHEET [� N NfORE pAyS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR 7 lroit bl6 p� DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE: ,� ORpNN R CA. t-too-12V-2o FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS A a s o c i s T s �N -1070 oF 13 S 18 Tom REVISIONS DATE 8Y ' � . � U14K am FOR APPROVAL BY THE COUNTY. gym BY.cracEa FB- ,� 9 . . - ^ ' � ' - ' m i GENERAL NOTES : COUNTY OF RIVERSIDE 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY �9T/' � Cr 6 N CE TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFM ED yF�Y cv w WITHIN PUBLIC RIGHT-OF-WAY. MEDICATED AND ACCEPTED FOR PUBLIC USe AND TO BE RESPONSIBLE FOR s ~+ 0- LU W E SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIR%MENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION '4� o ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. W Z Lu 2. THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, AND RELOCATION COSTS Q m: S OF ALL EXISTING UTILITIES. THIS INCLUDES UNQERGROUNDING OF EXISTING OVERHEAD LINES ALONG THE PROJECT ONSITE PRIVATE STORM DRAIN PLANS FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITEE MUST INFORM COUNTY OF COA 67RUCTION ETHANAC RD. llllPINACATE RD. SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE' (951) 955-6885 FtaR PARCEL MAPS AND TRACT MAPS. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. ¢ M JUILINIID. � w 4. ALL WORK SHALL CONFORW TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT ROUSE RD. w o IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND f y Fn L SUBSEQUENT AMENDMENTS. ACCESS a 5. IT SMALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY ThIE ENGINEER TO INSTALL STREET CENTERLINE M ALL BLVD. MOM,WNTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY). I CCALL BLVD. z 6. ALL U'CERGROU D FACILITIES, WITH LATERALa SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT MOONRIDGE DR PLOT PLAN 21558 NOT LIMITED TO. THE FOLLOWING. SEWER, WATER ELECTRIC, GAS , STORM DRAINS. CC a HILLPOINTE SITE 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO w DR. COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. ¢ GRAND AVE. 8. IT SHALL BE THE RESPONSIBILITY O THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, � CRY `�.T REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PAOECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE ACCESS s Sm CITY PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETICNV AND ACCIEPTANCE OF THE ,; N, a• s: I ,r. t 2; ; ,� 'R , ay '��' ' PROCT BY THE COUNTY. A TRAFFIC CONTROL PLAN MY�ST SUBMIITTED F� REVIEW ANQ APPROVAL FIRIOR TD r , z ? •� `+,af':•t`•\° `,• B t t J, f l s ;i j<< '. § ''t a: . E'/'' _:. 1• ,...�- <<-�" Ft' i' #Y 6 -d E § i !.,,,� _ i 8,-. 4• ,,.2 ','L..., L.•...,> Jy,,.,:.,..r.r 'j''c,... F OBTAINING AN ENCRQACJiMENT PERMIT. ., -•�' y�`�-a �,. ,, _ ;�'' ?� .S: - _ k•,, i , k t 1 ,:„ Y ->•, �s,il M2-:,v_-,...,Yk- <..z� ... -,.=..a.:>,'�,.�„';r�.�,T-...�eH:.>n,,, .....,,:: „<..., „m.,- ,. ...c< ,o-.... .>f .v,,,x>,,,dr-'�_„w�,p,<.,^` ,,.,i ,...,s>ti,<,.,�s_ ».�., 5,.,r,,,,..��,k.,,•, »N,c•. ,.,e,", _+.> :`"�:., i 1, -n �'E-...-t z C,. a„ .,�{i1,', 3�:ti .1"" ;'�. f'yi'k,',.72r.' l�,,,,.,ts1s`.�i,...r. ,. '... \,� '�' " ,.E>,.. "�,.. „h..," r.'�...,.:.w. d>• s�:,.....,.c"c '_� =n ,:/' `<, �$.'�J,<��'"+`w o''J,,.. aS� <:3? iaro� .a�, �> y>' d,».,. ✓ r s; M^^ .,� ,..at`;• "s;5. "i., " ,Uh... •f'^.-n�.� .�.:C�,^'.?F�,�Jir'',,,�%+c: -.ti:x .r /. ..T:1.. �,.f ....r,! ...,✓ _... ..� tea,.,.^. �- { EX. � RCP 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*1 BE TAKEN BY THE COUNTY AFTER ROIJGI•l `' w ` t j t't .t `1 t ' ` t •' _ r � u..n,w-+o '3 "h _ o 4 _ _. �-�,__ VICINITY MAP ' ` i , _ '} , 5 ( ',i } ' ; \ PER TRACT NO 17730-5 r \. \ ,' GRADING TO DETERMINE' THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD !�. 401 IF EXPANSIVE s... : -, . . � . , ._, � . , , •. _ r ,..w ,....:., .>r.v...,.:: < :. �...� �. , �. ...:t, aL. `.,� _�. SItJ- ,-x _,.k.74_r.'.^L5; ,,.YC...`N.."✓..vu,.,. _...iwv �",9i.,r.., M• w;;L,✓.u',vrA� ' ;eaatasnvedb . �rro-,.,,s � ` +^`:a.�JG : .:LY.,s.,^+"'s�'Ay»o+'�r>s'r,a^"gt; �^3,S7s�,Xi'a _v. ,pJ�IP+2a:+c•.:Ka`Xme . .•�J:..cxU �YIS, \F�%r ,'-, :.F�'" _ _ .i,M1`- - 'o fir✓.�•r * .-. c G. s -.W , _ vv�.5> z -- -_ 1W F13W SEC 23 SOILS ARE ENCOUNTERED. ! SHALL FOR TRACT MAPS AND PARCEL MAPS - MAY FOR PERMIT CASES - _ _�- �: V - - - -._�,: � _...-_:_. _ _.._.__-._..;;:.�_� �-_- -��__ .•___.». -....._�-_,_:�r' _ _ _ _ _ s- COUNTY OF RIVERSIDE - '"�_-".. -•-.,.. -_ , \ •,7, .. .�i':;?�_?.:_�-..,-_.`x..:+F,i? _._ �`•..''"�.,-w >�>.. „�h?r. -',acY<sc` .,.,a .... ..�.z?. .,.:,..>,,n. r,.,'?rv>-s..r:a-.. - � .s t _ r <)Y s�'` `.mac. -'-b1L voC^.•„�.'` ,�'• 9�.�.�:.^�,'w„`�.s,. a"m,�:Y,-`� '�, ..,:T-�%-"~roc.»:... -Yv^-,> ice'.', _�>. <"xT✓;:..>, y,.`$"` ._ .-.lc+.,'vs<:, -.�aa,;,,.,..>.,>.. .Er,>^ce' <, ,> .��n -�:: .;" ,, „d _ _ ,•� _ ��_ ; r �,�:�,,..-,_ ,r '4 ^ z ;•• STORM DRAIN PLANS 10. _ n. ,- ,. .. ,r=�-,<-,.,r. ��- ,w.a ., t"r�:. ::C,w r<! Y.v.s°,i'�a� ",....,._ a - � ar ASPHALTICFOLLOWING T ,� ,.�EMULSION AL F DAYS OL OWING _, , ULSION FOG SEAL SHALL BE APPLIED T SS THAN FOURTEEN PLACEMwEN - ��:� ,>� } .�:. �• � - IECl NOT LE AN �, �� } Y L h ,M f l MCCALL V 0 tr � > k ,. J gJ i 1'•r4 'd. 1::.:„y s'' <,,. fi , ' •Cy,; .r> �t' `\._ OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT Q RATE OF 0.05 AND 0.03 i- %•\ 43 :!'"�,S"^;"' df'" .•St., \\ l,b..?. :1ti t"^,' '\ ''i\ 'y\ ""n�g." � t i K�A G .. .. 4!tik!h"Sb;SYa� GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37 39 ANY? 94 '\ \� y <� =:�`�- __ •� •�"� '=\' - - �_ �:� :'�---" / t e't n t t \. 1: '��_a.j_r� 5---}..,_.y,1� ..r-'.�`•i>d .t:, t ..h. t<; a''Aar� 4 fic�y� - $ 1 -:'Y'rr,n :1,. '..-^"r 'SYT,: .r._ -aim, l„ �L,1 n ;,`.\ ^�033(•. 'f{`6 i t •�` I .- -\ 1 `\. i l :<%r3"i" '<_Za::-ti € _s' �.' ",t",: ! '��i ;�3 "`'2 ;.�!etn53r."=` -}.<ra•, `-y,;.,,.,� �'W o v Y " OF THE STATE STANDARD SPECIFICATIONS. \•'� 's i ��, �. i , t \ q�",` t,::• �>. � + 7 `\� -:F'1"i i pit. "t n'�1� .S i �„�-;: .�!3c.'%u �•' 3 4�,.� �,,. ,1. ,t� ,1 \ `i i (?; ;`t 1= \ ,(�„".,% n - ,'* s 3'":;,_.,..a�,.bq�-Y°?., ,t, n S � *''i �,t. "�;{'} i ..� �\G:,,,,• s� \' s.1 F', e k„ :f $ , -i ;:< t.. 7 ! ;? .\� ! a•:,>--.:J'' i`Y is >Y ,E ,r :�.;�, ,,.J-Ha'. -,� 'Y^. 4..r.>.<kmr. .�wl�� t a `r- �.,,:>�,' f.,•l!>. .•.i.,.Y..:;^.• _,,,t,., ,.,,u r - �•a ' \ •f ,.i} - 41 ? �'`"r ,./ `.�✓U °,i. ti.,. 1. ,.ty \ --0.59 >;.' \ r'�> ',.`t� r �•".. 'e '� v., c, •:f'..»�-': ,fit � `t'��.'rl*i::: a,.ze^' aYm`.T.rs. -:;a'�"tn 1rf� 9 ' \ '\ >, ^1'a ♦'e`fio„" L„ f•,� ,� t N'� rryp i, -F ?y. �._ •t •-1., "-'\\ l,'§> .c"o'?.,u.•f `G t 33,k„r N^<. .'iJ '. I q Y \s'- ) Ar ) �'> r s.t �,' •t 5„1`M....a: �" �.... r 4S :1 t< 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE 460 AND 499 MAGNOLIA GRANYIOLFL �V!'R.JI lYf.rG NO OJ'7l'i t ,x+•.. :+.J' ..�`"' •'t- ':d• 7+ '., a a' �...'\ �sv.. ,e rr,> .- a. \ t "2 s\ :t':r c:.�. _ �„� t;I:• irk.,;.._,>. ?>�'�,�,' S•: j n ._. L POOOCAit�US RCVSILEX). '3•e^GRACILI OUE � ;- \� "L. z' � i�, .t,.+;r P,.,.-, I 1'•,: tt ..7e :U e �.•_. �'+s, L, „y/.1 s t "`„_.._,y'.., pr°4 1' F' •t iI ��., 1• iJ r i<,\ aa,..'} �$+, r,•<''`r•- ., •Ci Y .f i v. ?•'\'•,vg,,. �;c,N.,,i:•r. ;,,.,_ 7>t -:er?_�,a�c>m_,': a .it#,,. ,.a ". Y�» -� t'f.�. ri: ,rrv:• r Y `.e d -_ .\ c , $ r # •'\ ,, :,a. •<\. :�^.\`,,c„ `�\ : '' .,;.,.y t ,� t , .�.^„�•` (r.,->..a, •J'`` yy G ,.•' 1 .,�t i. `}ns t ♦ , t \ ,t 1 !", ,; ,.d3:nK.rt' '. " - i ...:r.��'iv .. i. �K•) ?%r` 12. AS DETERMINED BY THE TRANSPORTATION DIRECTOR THE DEVELOPER IS RESPONSIBLE AS A MINiNUM FOR r \ s \ '- "`14,.,a C -r d„r"•w.ti 1 - \ ',as \�.�` _•rs v �' $. n )} ?!^` :S 4!: ,f 1• "?.. j,�•, t.:., `''a ` .�3,. "y.,ems, ,,,�"f i.i `'\ •a; O~n�i I ;�� 4 r', ay. ,.•, r�%F ♦8...�` ,..,. �r u tt ..L ?t: 'i ROAD II►IPAOVEM=NTS TO CENTERLINE_ AND MAY IRED TO RE EXISTING PAVEMENT 7 .; i''' ..%�. ti,. .�, � f � • r .x ,.:.� ,:.b• x, 1 is t •:> 1 f '.N'r � AEQU RECONSTRUCT E IS ING - � ,, - \ •� , •. • . \. ;a-, ';.,. •^�`'... �•'.,; i s } \, "ry,� Z"i :v'='E,�r,a>w„,<, +.,<.o-.!' \@' _32ur (•' :�+.:. ,}.,.,„ rv: "';.{ ..t. -t• :3.• Y f L i-'t .•kan:, A�ru:A i nau.•, IMJCLUDMATCHING '\ ,,. •�, ..Sr �' _�.x _ »f. ,r 1 ING BASE AND OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT �]+ .�. ,.,�:w t�'<y�`�� G �'`�� .'h`• wT}�_ ,.r:med'C,kc:��, �'�•"< ,,,. ,� j' � .;C ,,, �: ti\�� }\.,e ,j'e��,. ?:.� q.�R •-'�Y n.. ?�•..^:.�, ,f .°V�"'rx.<e �,5.- i X. ..I" _•.,. ,.''F'` •'l� n{.^3..,, ij r r;""t I' z.} ,lt .t o 'I, ASSIGNED T ,.\ c n ♦ "r \s \o r TRAFFIC INOEx. \. �p , }} X .� �i >' .S`;f ri ;,x \'"J ..I ��'ff•.� � rs ,•�,. `• .4 ','C a- ..... j\ '-.,. '�..,., ,,,,j},y.. r-r °551, {to� ! S o��`Y,''r ylt ry>' �� '",+y l 1 Ti _� •_}. a.,\,ASP•' >' "4:(^t•-` N 4 t -''C'..x ,\ ';•k' !: N �•Ls/•, t !c� A�. t - - �" Y 1''=,. a 1 .>t ..}'-- ^A Y .i -•; �,,._,� h,<. ,,\'' a.. \• �✓,, r^+ •., :"`� t ,„. >;�'+.<-:,,=R r _°t. .moo,:„�•.t`. 4 s i s , 'Y-_...�_: I I:? ;9 :f • 13. ONLY LANDSCAPING CONSISTING OF GRASS Y INSTALLED WIT P �� °�r a �.'r��':•. -f, ., ',,.�-"� 'rt I ONE ING AND PARKWAY TREES MAY �• WITHIN PARKWAYS ON \'�' t ,s� ..''. '\!, ! <t :{t"c _rt :<r�.-z��-"r ft t �. .><""r: >a_ \R,' >,vr~n.,'<4.. _»t,;..R-�_. „ ,,l t. .� �q.�e t ',-4 ,•t.,...,.._,,. ,,�{(�.3._- y t �,..-- k -`.. ,t\' ''.\` 4+, i a', j"tr S 'S; 3' ,Sf_ ),u`°�•�'A• „ F`y % �v �,r ay G" t LOCAL t y,» RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES LN= LANDSCAPING IN THESE 1� <(�' n, y�� /.__ 1 � �' ,3_ .,to..- .,:x, y \ ",.•, 'Le.' ,�!}+ fi`lC '\, - etL `� ,t' t; `l .e,. •, ,t `1 SS \_ , x�,._3; •,,:„ct'r :,:.>� �J \ E Y_ � 'ne�sirt-\,Y<3 Y � "`•.,„ E-- _ ......'y,•.,,.,.. n,t a-\K.a� s, "'o:' ';� AREA A1�C1 LANDSCAPING ON L OTHER SEPARATE LANDSCAPE ' ,x,\ �' x } sa,• ALL ANLISCA AL R STRF_E �-lALL REQUIRE SEPARA PLANS. ALL �, �� , -.;� I�i }1.1 `� tt;q,'•i•\. v -'` ` 1 � ,.., •" .:';, _ ..,.. ;# °'�,,' �I •, _..1\�� 'S o �S k<d �.'j„•.-.f r' ,\ .:3-'' ,\ : C 7 Y :�, 1 �.� i �� i`}t i 3,"a, < `�"� �.i\? � t Z, =<. ..,ri> ,. k`r:.Jt � s*, ! Js_.._.r r. �., t .\ <S .\i^", .y. ,S a e _,f4'- ..:., •.a<- r:. i;:,,,.a � 'Y ... `,Sr ._5 r _ �.1.. rt,_. I' v.3>3^` :\ .:.cic¢, -ch''e tr-•'.. it f% Y,t �:1 J U,�, `:,, moo` ,,S''' �a LANDSCAPING \ r, r-ANDSCA IN!G T TING TO - ENCAOACHMEN SSHALL CONE TY "STANDARDS RED.A ��' °�- '•:.��< �ORW TO RIVERSIDE ClJlAd �' ANYI THE t . '� ��\ L '� a Yr•'YV.+ «1>,. �` ••i! ''�( ,lr,s'Zi�,.,C�..`' •,GY �/ �"' � r g <> YE':. tl t' �� {'S�a *�\ :.-,. i.w asw�Y `gig,• c( ,yt",✓ ��,+. F 7. �'1, ! f', °'1, ,\ r.,::2,,.:,,,a::\ YYr:", ae. v.J '"",+.. , \` .k• ,;.('�„3 i'n =✓ui-=ntuwr`.1�' 1 .1 1' ^'z y� �'y✓�, .4:r..,,�.,4�7I .� i....;5.,�.:'.:' ✓/ z Ir x t 1 ,a\ ,\ A {_„C.i, ...,T,,,rz ¢. ♦. ,".1•,%c.`�+.h'.sa �r.,.,,31 2. t _S r^"� rtt �;';�r+i, $' s.,u? :r,�S:'<' ^` i .„,4 ^ ., ,y,»P, /d6/P� ,t `%. \ ti•.`{: ,.)' .•):,S ^=<Gih ,:zm^;y aGums `l^ •`v I. R: j tr'I t i e u C ADMINISTRATION CN= LANDSCAPE ENCROACHMENTS" DATED DUNE 1990. 't.�i,.: •. �}•.: , .. '' „� �.... - �:�. �' . ., ;;_t. .:� f�,.��.<.."��.• r ,. ,� b. .\ ;4}♦.i, i3"i I �p .e\• \\. \.:.,,. t ;1•,,.. p ,�s ti.,, 3 ..:,< •, '`:,}. ., 1.1= 'ti �� .� 'F \.. s g .., ,f,,.,,�. \� I .� �6„ •. y f .,S ',,^. .s°». .� }., l 11=. � 44,kt�vv�� 't ... °d 3.,, r'G;•3.,�< f. t.•„Y,t:,,....: F ?,1.;.g.�.. _>. .;�r, .1-'",h' . :'. \ _I ..ta' z _.Ss�^=--w• ..a 6. ✓'? t��? ,e {:� ,�.t._, ""<y.. :.�<: �j ., F: \ f ,r' "J ,fi 2'{ a 4 qq !�\.1„� r sn ,° '/r .3 •\•r s,. "Y,, y' •:'= i -G^ ar { it� '<9 ii n`A _._.1,1' y\. ,r i, f i t '�`a- ._.. -•'.r2:. ..�-• :`�-t,i s ,S`;? "•.,>I t,> .t ,1 i i' 9` i; d S, tC,._ t.... ,{„ + i .k, `,r �.' ` :• :.,tt :• ;i i < i =/°t t e-.�`. �; 'a `,�:;it�,., , ,.. �,,.r I' y, j\ ��, "�,; `.p fi `?'''-„' z `R 1�. ,. t S; S „l p 3. c`- .1 3 r 5 ',! r L1' }. ..§ }i" k r_,:a i t., s 4 la y ' e t', i .;{• -x .y#, ,,,,z { Alt J' S , l I x.R t„r �t "q '�i'4 i- t*"' C -'r 14. ANY PRIVATE DRAINAGE FACILITIES SHOWN t)AI THESE PLANS ARE FAR INFORMATION ONLY. 8Y SIC�tING THESE 8 wr°" .,ter, HE , £; : >v t i Q {{ '4 i f i 3. �', R S<•K m a:n r - fir. .�{ - � ...L y Y `I'-'- k w,t -?, \ 6 ;61`"� ,q'G..,.. 4 s�,r_'"!,.si\ roS;:=,•x N.,,>..�.,-�. ..z ,5., a`.'•bt, � N,- - S` as'i't .t'-' !' .@ \� ..1•.t%P,,:�• w,`�,,. Wit. ; ,-t S I `i\.,_ K � �:r- t 6x - ,. `i "'i'` i" �' '� 'at°S `�'K' � � : -,tr �,:ra:<" `a t Diu :s i»• ti.�-- �'c. ;t 1 F %1 i ar �' \ El ., �.._ ._._ r.� IMoR01/EMENT PLANS NO REVIEW OR APPROVALA , . 3 ,<: : ''`=> ",: k OF THOSE PRIVATE FACILITIES IS IMPLIED (JIR INTENDED BY THE , F ;` --a '��. u �..r "'"�°," �,.e,-.;°.,:N '1 i "'� ,-•N„ �,a «,,,,,. &.-' S^. _ '•'7i:, _y-_. 'y s',:' x' 1[ Y C•S Qn'�i:. -//� Y RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. j 1. r<-.:. - -t `<' _f TMEN •i` -.? 1�� `, e%@< i'�e ,�A.� I - ,� i,g r, ,L/1; 5 '=1 -a ?i"•..� `'F ,""'+•r'•i, •,` \t t a wwr:..wr:.•ru � f r'"" � /''� "'•-. � i" �, \ t .�' .�'•_ .Q�� C s }.. ..r r >c.,o„ J ?1 4 .k• [. i,i_ ..,..., is /-� {1 3;i lz 3• s7 .\ � , p -\ A.,\ }� . :'1 4 up• ', ,•!:. �....,,,.> '"{ - � ,>,,., t„ 1 '\` `t myxw:!a' ?� - t. t a. ', t n.,>,.:\''i \. .i._ i °T S f`i k,.:<.` i ,\£'•� 1'.9' ^.....-L^ -n 4,; ,. ;,,:,t•. -.. ,\ �-.: -y... ,� _< zr :''�`,--� ,+e .ti,. ,t >f:A:,,.,� ,. '�r +�s<g �a_I t.t l,,..j•i '. -Y„1_: t ., '�" ,, r'-0,,:'` .�\ ,F,\�--rr=�": t�::: •• tv 'o � � 'i ta,--� •:.�,51._...:cn �°: f'S �%° . .i bSa:"+._.�,. . ,::G", _ .`i, t j •r 15. A CONSTRUCTION PROJECTS DISTURBING MORE MUST OBTAIN A NATIONAL POLLUTANT � THAN ONE ACRE (; \, r!:.,d., .r. ', : ?'!,�`'- z :� i r i _ \ i , ,fF =f'; O •°>,�r• S .."`'e •L_,, s.,,'$, i .,,..., ,�< -v > i .,..^.>w,•- DISCHAAGE ELIMINATION SYSTEM RS ARE REQUIRED TO FILE A NOTICE e < r • _ is i-. _r..__.fi, s ;' { I lNP�SJ PERMIT. ONMiERS/DEVELOPS _- qCONST'RUCT�1 NOTES OF INTENT Z WITH THE STATE WATER RESOURCES C[aNTROt. BOARD SWRCB PREPARE A STORM WATER V'w ) ( !s =i I :F. '^1' `�Y' -'i€: _.+r}=f5, `,7 Y ,�S•\ as •�,w,-aL".5n...,:, ».^ka' ",� Jer frF x 11 } \ POLLUTION PREVENTION PLAN AND MONITOFTING PLAN FOR THE SITE. .:�: �•i'x ,r �._�„, � .E~' t.. ~�' X�- OR EQUIVALENT t°SNK�PP) ',; <t ;� �:.. "\ Y.,t ..��"�:=;:..,>. ,,:mow:�� , } � .,;,,,} �., '�7 g tY N HOPE PIPE 2}£ r f r`d j'`:. <i?>J J wpj,_ � 'f"4 '^ "'@i�F '`,.' '! at` 's .r.s' \ �'\..-.,•. `''P �'`. _' *,s'^°.,..>.- b.1. ! . t ',�.-> .&... .__ �1 B PRIOR TO A CONSTRUCTION, TY Y OF THE I WITH A ANY CONS RUC I THE DEVELOPER SHALL PROVIDE THE COON A COP NO � :�- �� '� �; :'�. a�.' A� .t}+ '•�.. ,'`','.• �.,,.�' fr / c„- r..•i rsI t r `,.r��° \ •.� I '�.>r .�4, �:. . ��1 a. � .Y:. '� INSTALL i> �,;;::: �,,�. ,;� �.^-,, �' �' t' �' > ....3„., �,._ 2 24 HOPE PIPE OR�,; !/1>, - -,�� w:Gd�r: - ,�, �-,.-. �,-� '� ,� - EQUIVALENT LID I�ID DER. f ,� ',-` �� t -�. �^�. .� .h ._. .1 CFS P `\ 'f „t ^> AL 3 L\ f HOPE P OR EOU VA I LENT \ ..:. s. 6. THE DEVELOP SHALL � RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNSS AND MAFiTCINGS NOTD\CL .;• / �.,t,`.ry. - \ ,\� �.� s� ��.. ,, �"�•�- \ a .� I'p(:'"1"1✓.� ..`':�:.".^^,%>•« -'\Jr• .,`.. ,)�� :<,k_, r'->, ^\:' •t ,\ 1 t, ?r`"�fM f^,,.�:'.. ;r >""\ 3 -3. l`l. 1 - i .,_•� ,� , `. '.. ''r•'• :�„�, `'� � `fir UDEO IN THE SIGNING AND STRIPING PLAN WITHIN T PROJECT AREA OR ON ROADWAYS ADJACENT TO THE ,,r'==r'\- �,';� �:" �?^ ,�,a� �,K' -4<.�:= -•� ,° ':�, a >9-� . kit': o CONSTRUCT MF!ITH THE � �1.. �\. „i�<�:w�>-�`` �n�,w<>~'' �"„x♦. �:_ i •� { < - " 7 I� i PER FCFC&WCD STD DWG NO MH251 r"r9JUGCT CARIES, UPON THE REt,�9EST OF THE OIi�CTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE _ ,ter,..^ -\\•.r' _..7 .,.?�``�,,.. -.,�., J' i? I it- r"< 'ti- 10 n.� \-r h' ••.�• °`a"b,> •� ,♦ "4♦ '�` 3 � A CONSTRUCT CONCRETE TRAFFIC SAFETY CNV THE ROA UNDER ,.\ } DROP INLET PER RCFC& H LIS THE JURISDICTION OF THE DEVELOPER. \ w l. 3 _ - WCD STD DWG NO CB110 .�'%.F" -."' �dr�/ "" '. •\ ,...x,'`il� -.� �v�. x'q i ii}:`.,,c-a--„1 r.�„C�t __.tk ...... '.l d -'•4<y.S., % °a. J/ rr-,,•�':=- _-, � �.•r�Y' `�. `•\, a'aa. \ v ,o,,.- <'I\,'. "♦ _ Y '� ' - if; � , �� ''' '3�\\.. ,, r� • , ;•, } �� '; PER STREET PLAN :�i C$ '"�3, _:nt ..,`�. 't' S %M.,.�SL,'�i" } t 'd,,._1 ..�,.� ..c �r GRATING v„ �'% -c r•�`'•' CATCH :� , 9 � :�. .x ,.-� `�.,.»�t ,�' � t `, ,�J�' N (TRANSVERSE) . EXIST T :✓.� = �M..;��. �_` ., ,. ..�` � ,zti �: �= IP N0. 0701 11 ING S ORM DRAIN PIPES CULVERTS (*ETHER TD BE CONNECTED TQ EXTENDED r:= r r= < /. \ PER �,. \,.�,' :- APWA STO OWG NO 305-2 ADJUST DiRAINE r0 OR ,JUST Dv AND oR r E -r. .w;•^_..4:5s__00101 "-' ;''.`4;.., .. �r �:..,� � ^ •• :=�==:�` �,�'`'��,`\\.. •�.� ED; D THE PAOJE'CT VICINITY) MUST � REPAIRER / CLEANED 0 MAK /- w, - ` '\ =_-_�*_-_ t,uC��Ti7Gl.1 FUNCTIONAL AND ACCEPTABLE AS DIRECTED 8Y THE TigATATION DEPARTMENT. -'-„�,'""\\��`,.,:;�r ...�'�„. '"`•.: �... �`i,\,,\-�• '\ \ \a`• _ `iv \'""�--. �,." __^,,,..;._„_.,, _ T"-•:.,:.-.�,-----^:�.-"�^-. ��. rar�s n�rx �•�' .a t'\ - ~~ 12 CONSTRUCT CONCRETE \ ,,i.' �t FLARE END PER CALTRANS STD PLAN NO D94B < \ v,`\.\\ s 3 ''S \ �\ `:1„-..mot \ .. _ _ 1 ;. .,. �%� } COMPOSED N�\ '_�-- GRANITE ACCESS `•\ ROAD \l<. '/„r'"" :`n mow. <\, �`s'. 1 •C;. ,'v:,\', `, \. �,-,,,....__. , i�,_�.�:,. _ ,.,- �.J,>�+:n.",y.'�•,p, ham. `\', �`,, u.� -''�\ ............ ... i, i CONCRETE ILLWAY .,,- .,-, .,... �. •�,.. .,, .`�.,. .. :'`,.. u,.- ,.. _ \,. . , \.. .. ,,.,...\`,,..�,ti ,,< �:, _.a .',.1': .,\ \fo- �7 CONS eiA'•ai.ax ..o - .d ,..� ,,.,,,.•, .. J,,:, .R v '>'a 14 CONSTRUCT 6 .. _.. ,. � � , ,., "<�°' ., ,",,.a,„'Y-:;,.;..;,:• '.>.�,. -,-,,v..:,'. ,°,,.-..:,,M<,��>..,<>r...� .:...,,.� •-�,_ ,•+.';-. ;-.,^-.._:_..,,,'•»--..,-. __.i ._„-.,. m .- w... s^,o.,w .. '`• �'��Y_�' .rrs�"., 5 .., :775.:'��-��"•, .,*�:{,•� "; ', "� �/��`�� >`a\.,-r` `+, •_.."w, 4 /�'' _•"�.,_. ,.. _",. ,..r3t Z 1 l.+,iJ .r r ( '1 f' i , . h. Y r I , i ,. •. ..` #2 CONSTRUCT 3 D 5E0 GRANITE FO'� � �. - �' J GB". `'\..: i5 ECOMPO BAY ,. � �'t , \; ,� .. :�;• LINING ..»-^N., r"^'._"a"^ -•-s_r•✓,'- 'T- `,.' Y \ - :e\ r\� e\ a\' ;'t'.1� ,\.\'`,.'`..'� .i ''``\�'' 'st'-ate`" _ i< - CFS .l,•• -^="s'rl.� ,�?>' \\ ,.ti1 ,\` t o .\ •, a ,\. ,l(t; ,.,.,�..� ,t\ � ,'-.Q�. �1\�..�� F`�' is FILTER BED CFS `�, - CONSTRUCT SAND !7 INSTALL 6" PVC PIPE 18 INSTALL 6" PERFORATED PVC PIPE 19 CONSTRUCT9'X3' SMOOTH RIVER ROCK FLOW SPREADER INDEX MAP 20 CONSTRUCT 1065 SFX2.5' 114 TON RIPRAP SCALE 1"=100' 21 CONSTRUCT 6" ORIFICE. FL=1503.(* GRAPHIC SCALE 1"=i0o ' CONSTRUCT 3' (W) X 9" (H) V-SHAPED LOW FLOW CHANNEL LINED WITH BURIED RIPRAP (CALTRANS #2 BACKING CLASS) 23 INSTALL 8" CLEANOUT NOTICE T O CONTRACTOR 0 100 200 300 24 CONSTRUCT 6'-HIGH CHAIN LINK FENCE PER RCFC&WCD STD DWG NO M801 71�E EXISTENCE AND LOCATIONS OF ALL UNDERGROIAVD UTILITIES (UTILITY PiPE� DEPARTMitt' �31= 1 E STRUCTLlI� ETC.) Sh�OWN ON THESE PLANS (MAIN LIKES ONLY - NO SERVICE LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE REVIE)E-N� S�Ffc APPROVED REVIEUVF_Ci tlY.-...- DATE MENffER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER KACK SUNG, PE ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE ,Approval _'f these pie, s shall no construe LOCATION SHOWY. SHEET INDEX S HEE I e r 1 r'bran approval of of any 3tlbn i w a of plans rijust be kept art THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 9,1e)e un�i',;Omp-abc,'• THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD DR NOT SHOWN ON TITLE SHEET 11 THESE PLANS. LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR LINE A. LAT A-5, LINE B. & LINE C 12 PRIOR TO COMMENCEMENT OF CONSTRUCTION WOW BASIN DETAIL 13 DCALL AYS UN.ICN EXCAVATION.ALERT (U.S.A.) 1-800 227 2600 AT LEAST 2 WORKING BGR 070798 THE QUANTITY ESTIMATE SHo�av Ha�Eav IS FOR THE USE �' GOVERNING AGENCIES ON-SATE STORM DRAIN .PLAN m IN DETERMINING BOND AMOUNTS ANY?/OR FEES AND IS NOT TO BE USED FOR BID PURPOSES. 0 0 �.oT PLAN ��ss �pFESSr RMOR RM COIWi"t'Y OF R VERSDE W J SCALE: AS SON A L H S R T A.THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR � � � � CIVb NA. 2007-0209. pAL 11M0 MIO�d1iG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. NU C4%05 oAT 2/�o/zoos � KPIK p,Ays Epp£ IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR EXP. 9-30-09 w R 3768 McCRAY.STOE CA. gT. A Yau On O� DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE 'rj ��- 1 1 T%L Ia A �c s� er t-soo-m-2m FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS �yasIONS DATE BY 9 D� �� TRACM A a s o C i A T E Ges-io7o b u� � FOR APPROVAL BY THE COUNTY. _ APPROVED BY: r . _ . . ... . .