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964mm_sdAND SUBSEQUENT AMENDMENTS. TOW 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET PAR CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. IF CONSTRUCTION PAG CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING CENTERLINE OF RIGHT-OF-WAY. PRIOR TO ROAD NO. CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE POINTS, PROPERTY CORNERS PAR AND BENCH MARKS SHALL BE REFERENCED OUT AND THE CORNER RECORDS FILED WITH THE COUNTY SHO SURVEYOR PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONAL CODE. SURVEY POINTS PAR DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A SECOND CORNER RECORD FILED FOR THOSE 18, POINTS PRIOR' TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS. COU 6, ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, TO INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. WESTERN AERIAL SURVEYS 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO 9262 MAGNOLIA AVENUE, SUITE E COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD, RIVERSIDE, CA 92503 PHONE (951) 637-0190 8 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL DATE OF SURVEY: JUNE 2004 NSHIP 8S, RANGE 2W SECTION 22. PARCEL 2 OF CEL MAP NO. 17822, AS SHOWN IN BOOK 102, E 36 AND PARCELS 1, 2, & 3 OF PARCEL MAP 18681, AS SHOWN IN BOOK 113, PAGE 78 AND CELS 1, 2, 3 & 4 OF PARCEL MAP 20855 AS WN IN BOOK 132.PAGE 70 AND PARCEL 1 OF CEL MAP 17322 AS SHOWN IN BOOK 103 PAGE ALL PARCEL MAPS, RECORDS OF RIVERSIDE NTY, CALIFORNIA. POGRAPHIC SURVEY SOURCE: GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS (INDIAN SITE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK OWNER: AREA DRAIN PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY RESERVATION RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LS TERRACING, LLC BEGIN VERTICAL CURVE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT, ADDITIONAL STUDIES AND/OR PERMITS MAY BE 355 E RINCON ST., STE 300 CORONA, CA 92879 P= REQUIRED. PHONE (951) 898-5512 TITLE SHEET 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND FAX (951) 898-5580 STORM RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD EXPANSIVE SOILS ARE ENCOUNTERED. CONSTRUCTION NOTES LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITTEE MUST ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING STORM INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. SOILS ENGINEER: 3 PHONE: (951,) 955-6885 GEOTEK DRAIN LINE C & 710 E. PARKRIDGE AVE, STE 105 4 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1220, 1221, CORONA, CA 92879-1097 DRAIN 1222. PHONE: (951) 710-1160 5 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION GUIDELINES AGER SACCHARINIM QUERCUS ALBA AND ERYTHEA DULUS. ,Q E DRAIN DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO, 461 LEGAL DESCRIPTION: AND SUBSEQUENT AMENDMENTS. TOW 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET PAR CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. IF CONSTRUCTION PAG CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING CENTERLINE OF RIGHT-OF-WAY. PRIOR TO ROAD NO. CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE POINTS, PROPERTY CORNERS PAR AND BENCH MARKS SHALL BE REFERENCED OUT AND THE CORNER RECORDS FILED WITH THE COUNTY SHO SURVEYOR PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONAL CODE. SURVEY POINTS PAR DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A SECOND CORNER RECORD FILED FOR THOSE 18, POINTS PRIOR' TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS. COU 6, ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, TO INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. WESTERN AERIAL SURVEYS 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO 9262 MAGNOLIA AVENUE, SUITE E COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD, RIVERSIDE, CA 92503 PHONE (951) 637-0190 8 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL DATE OF SURVEY: JUNE 2004 NSHIP 8S, RANGE 2W SECTION 22. PARCEL 2 OF CEL MAP NO. 17822, AS SHOWN IN BOOK 102, E 36 AND PARCELS 1, 2, & 3 OF PARCEL MAP 18681, AS SHOWN IN BOOK 113, PAGE 78 AND CELS 1, 2, 3 & 4 OF PARCEL MAP 20855 AS WN IN BOOK 132.PAGE 70 AND PARCEL 1 OF CEL MAP 17322 AS SHOWN IN BOOK 103 PAGE ALL PARCEL MAPS, RECORDS OF RIVERSIDE NTY, CALIFORNIA. POGRAPHIC SURVEY SOURCE: ip 79 VIA PUEBLA DEER HOLLOWIRD CITY OF TEMECULA VICINITY IAP SECTION 22, TOWNSHIP 8S, RANGE 2 W, S.B.M. NO SCALE TRACT BOUNDAR 121 1 82 83 84 98 \ 85 97 \ , 87 � REVISIONS 101 INDEX MAP N GRAPHIC SCALE 300 0 150 300 600 (IN FEET) SCALE: I"= 300' SECTION 22, TOWNSHIP 8S, RANGE2 W, S.B.M, °l/ m SLEEPY HOLLOW LN. - WOOLPERT LN. r- MONTE VERDE RD. EL CHIMISAL RD. ANZA RD. PECHANGA PROJECT LEGEND OF ABBREVIATIONS & SYMBOLS CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS (INDIAN SITE SHEET SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL AREA DRAIN N.T.S. COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY RESERVATION SUBDRAI'N A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION BEGIN VERTICAL CURVE SECTION PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. P= 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN BY THE COUNTY AFTER TITLE SHEET 1 ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF STORM DRAIN EXPANSIVE SOILS ARE ENCOUNTERED. CONSTRUCTION NOTES 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING STORM DRAIN PLACEMENT OF THE ASPHALT SURFACING.FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 3 P.I. 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO DRAIN LINE C & SECTION 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 4 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. DRAIN 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND THE COMPREHENSIVE LANDSCAPING 5 R.C.F.C.D. STD. DRAWINGS GUIDELINES AGER SACCHARINIM QUERCUS ALBA AND ERYTHEA DULUS. ,Q E DRAIN 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 6 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR DRAIN LINE F-1 ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED T PAVEMENT, , Q RED 0 RECONSTRUCT EXISTING PA EMEN , 7 MH 251 M.H. NO. 1 INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE DRAIN BASIN D & E DETAILS CURRENT ASSIGNED TRAFFIC INDEX. M 801 DOUBLE DRIVE GATE 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON PUE PUBLIC UTILITY EASEMENT LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN STORM THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE DETAIL PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE STORM LANDSCAPING GUIDELINES DATED OCTOBER 2009. CALTRANS 16. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING CALTRANS STORM THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR CALTRANS DETAILS INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. D81 CIP DOUBLE RCB STORM 17. a. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT CALTRANS z ` DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE D86A PIPE CULVERT WITH WARPED WINGWALLS STORM OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM CALTRANS DETAILS WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. a < DRAIN CALTRANS DETAILS o b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE N01 WITH A o a ¢ VALID WDID NUMBER. m� m� CUT FILL LINE 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT a� © INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TC TOP OF CURB TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS Q DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER JURISDICTION OF THE DEVELOPER. FIRE HYDRANT BA -2 19. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO EXTENDED, ADJUSTED, FG ry DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND / OR CLEANED TO MAKE THEM a TF FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. J 20. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /CONTRACTOR TO APPLY TO RIVERSIDE COUNTY m FLOOD CONTROL (RCFC) FOR PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO CONNECTED WITH A RCFC oUj FL FACILITY AND ADD PERMIT # ON THE PLAN. TG N w < 21. FOR ALL DRIVEWAY RE-CONSTRCUTION BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. �o m �a v3 FS € z c� w o r > 0 0 z Q PROPERTY LINE/LOT LINE ,f z GB GRADE BREAK p NOTE: TW WORK CONTAINED WITHIN THESE PLANS m O x 1-, SHALL NOT COMMENCE UNTIL AN ---- 100 -_____ I< I IENCROACHMENT P MIT AN R � ER D/0 A w� >'8 ¢ ? GRADING PERMIT HAS BEEN ISSUED. o Q LUCO I'=` The private engineer signing these plans is responsible for assuring the accuracy H and acceptability of the design hereon. In the event of discrepancies arising after o W �' KncW What s below county approval or during construction, the private engineer shall be responsible < ■ MARK BY DATE z - LC r- n for determining an acceptable solution or revising the plans for approval b aN 8�l � more a�. 9 P g P PP Y RETAINING WALL � � �� ip 79 VIA PUEBLA DEER HOLLOWIRD CITY OF TEMECULA VICINITY IAP SECTION 22, TOWNSHIP 8S, RANGE 2 W, S.B.M. NO SCALE TRACT BOUNDAR 121 1 82 83 84 98 \ 85 97 \ , 87 � REVISIONS 101 INDEX MAP N GRAPHIC SCALE 300 0 150 300 600 (IN FEET) SCALE: I"= 300' SECTION 22, TOWNSHIP 8S, RANGE2 W, S.B.M, °l/ m SLEEPY HOLLOW LN. - WOOLPERT LN. r- MONTE VERDE RD. EL CHIMISAL RD. ANZA RD. PECHANGA PROJECT LEGEND OF ABBREVIATIONS & SYMBOLS (INDIAN SITE SHEET INDEX AREA DRAIN N.T.S. SHEET No RESERVATION SUBDRAI'N BVC BEGIN VERTICAL CURVE CATCH BASIN & LOCAL P= STORM DRAIN TITLE SHEET 1 STORM DRAIN DETAILS & CONSTRUCTION NOTES 2 SWALE HIGH POINT STORM DRAIN RIP RAP DETAILS 3 P.I. STORM DRAIN LINE C & D 4 STORM DRAIN LINE E -T- 5 R.C.F.C.D. STD. DRAWINGS STORM DRAIN LINE G PP 6 T STORM DRAIN LINE F-1 & LAT F -2a 7 MH 251 M.H. NO. 1 STORM DRAIN BASIN D & E DETAILS 8 M 801 DOUBLE DRIVE GATE PUE PUBLIC UTILITY EASEMENT STORM DRAIN DETAIL 9 STORM DRAIN CALTRANS DETAILS 10 CALTRANS STORM DRAIN CALTRANS DETAILS 11 D81 CIP DOUBLE RCB STORM DRAIN CALTRANS DETAILS 12 D86A PIPE CULVERT WITH WARPED WINGWALLS STORM DRAIN CALTRANS DETAILS 13 D90 PIPE HEADWALL TYPE A STORM DRAIN CALTRANS DETAILS 14 D94B FLARED END SECTION - ---o----- CUT FILL LINE FF RSP B11-47 CABLE RAILING TC TOP OF CURB ADDITIONAL NOTES TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLERECORDS. TO THE BEST OF EXCEPT OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES E CE THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SH A R OWN AND ANY OTHER SINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. 2. ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPENCIES Ocrrc,nmxrnn. I MAID 1 i ;e0Z/ IVIS.'` 1'I HUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE �.R(1FESS���j IRVINE, INC STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD OF RIVERSIDE INLAND EMPIRE REGION FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES SOUTH OF TEMECULA, AT THE SAN DIEGO—RIVERSIDE COUNTY LINE, IN NON -CFD STORM DRAIN PLANS 2900 ADAMS STREET( SUITE A-15 SAN STDIEGO OF HEOUNTY, 14' SOUTH CENTERLINE OF THEFTHE R ROAD, OUTH SIGN, THE 5 I w N0. 5$020 m 1 PLANNING ENGINEERING 92504 RELATIONS f / / CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OFA TITLE SHEET / FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEEL Il s� HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST I t`\qTF C v v��/ PREPARED BY: R.C.E. NO. 580 0 _ PROJECTING UP ABOUT 6 INCHES. APPR. DATE ,\���='fi FOR: W.O.: f 6 ELEVATION BASED UPON THE NGVD 29 DATUM LS TERRACING LLC — F COUNTY PAUL R. UDDLESTON, JR. U.&G.S. BM. NO. W897 ELEV. = 1255.36 ' 2595 2A NO. OF 14 LEGEND OF ABBREVIATIONS & SYMBOLS BSL BUILDING SETBACK LINE- - -1 AREA DRAIN N.T.S. NOT TO SCALE /---� SUBDRAI'N BVC BEGIN VERTICAL CURVE CATCH BASIN & LOCAL P= PAD ELEVATION DEPRESSION — -�:.- — SWALE HIGH POINT BWF BLOCK WALL FENCE P.I. POINT OF INTERSECTION CENTERLINE -T- TOP OF SLOPE DF DEEPENED FOOTING PP POWER POLE T _ _ � _ DAYLIGHT LINE � ® TOE OF SLOPE DWY DRIVEWAY PUE PUBLIC UTILITY EASEMENT o WATER METER EP EDGE OF PAVEMENT Qo ©"; DEEPEN FOOTING RG ROUGH GRADE o TRACT BOUNDARY EVC END VERTICAL CURVE TBM TEMPORARY BENCH MARK �- (104) -_-- EXISTING CONTOUR - ---o----- CUT FILL LINE FF FINISH FLOOR ELEV. TC TOP OF CURB FIRE HYDRANT BA -2 TOP OF WALL FG FINISH GRADE TF TOP OF FOOTING ELEV. FLOWLINE ELEV. FL FLOWLINE ELEV. TG TOP OF GRATE STREET LIGHT GRADED SWALE FS FINISH SURFACE TP TOP OF PAVEMENT PROPERTY LINE/LOT LINE GB GRADE BREAK TW TOP OF WALL ELEV. ---- 100 -_____ PROPOSED CONTOUR GFF GARAGE FINISH FLOOR (XX.XX) EXISTING ELEVATION RETAINING WALL HP HIGH POINT XX.XX FUTURE ELEVATION INV INVERT OF DRAIN RIGHT OF WAY 2% _ SHEET FLOW RATE ROCK OUTCROPPINGif L= LENGTH TO BE REMOVED SOUND OR SCREEN WALL Ocrrc,nmxrnn. I MAID 1 i ;e0Z/ IVIS.'` 1'I HUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE �.R(1FESS���j IRVINE, INC STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD OF RIVERSIDE INLAND EMPIRE REGION FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES SOUTH OF TEMECULA, AT THE SAN DIEGO—RIVERSIDE COUNTY LINE, IN NON -CFD STORM DRAIN PLANS 2900 ADAMS STREET( SUITE A-15 SAN STDIEGO OF HEOUNTY, 14' SOUTH CENTERLINE OF THEFTHE R ROAD, OUTH SIGN, THE 5 I w N0. 5$020 m 1 PLANNING ENGINEERING 92504 RELATIONS f / / CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OFA TITLE SHEET / FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEEL Il s� HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST I t`\qTF C v v��/ PREPARED BY: R.C.E. NO. 580 0 _ PROJECTING UP ABOUT 6 INCHES. APPR. DATE ,\���='fi FOR: W.O.: f 6 ELEVATION BASED UPON THE NGVD 29 DATUM LS TERRACING LLC — F COUNTY PAUL R. UDDLESTON, JR. U.&G.S. BM. NO. W897 ELEV. = 1255.36 ' 2595 2A NO. OF 14 225 FF §_ I A TOP. ELEV=237.09 INVERT ELEV. IV - "`-� -235.50 11 15.9' 86.8' 6 i W.S.=1236.59 iy 10 ' 2' CUT-OFF 55' 15.9' SECTION 8-8 N.T.S. VARIES 1' 6" TOP OF TRAP, BOTTOM OF TRAP. SECTION C -C N.T.S. 1. CONCRETE SHALL BE CLASS B - 6 INCH 2.REINFORCING SHALL BE NO. 4 rd 18" BOTH DIRECTIONS. BASIN D -��ZI'N ERGENCY SPILLWAY TO BE TAINED BY G.S.A. N.T.S. NOTE: ' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN i` ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. S.j4'1r yY F The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know WLllairs WOW. county approval or during construction, the private engineer shall be responsible MARK BY DATE Call 811 ire you dig. for determining an acceptable solution or revising the plans for approval by REVISIONS APPR. I DATE COUNTY a h n LIJ DESCRIPTION CSA QUANTITY R.C.T.D. QUANTITY TOTAL QUANTITY NO. 80 zr 78 215 164 1 1 1 --- L.F. L.F. L.F. EA. EA. EA. L.F. --- 32 --- --- 1 --- 74 U 78 247 164 1 2 1 74 I 81 83 85 92 101 102 103 105 CONSTRUCT CONSTRUCT CONSTRUCT 2 -TON RIP -RAP PER DETAIL ON SHEET 3 1/4 -TON RIP -RAP PER DETAIL ON SHEET 3 1 -TON RIP -RAP PER DETAIL ON SHEET 3 --- 25 33 C.Y. C.Y. C.Y. <t C.Y. C.Y. C.Y. 594 25 33 m 106 108 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD, NO. M 816 3 EA. o EA. 4 a 110 CONSTRUCT 6" CONCRETE APRON PER DETAIL 110 HEREON --- C.Y. 4 <c m C.Y. 112 � PRECAST CONCRETE FLARE END SECTION PER CALTRANS STD. DWG. NO. D94B AND SHEET 13 3 EA. W EA. i— EA, 113 114 CONSTRUCT CONSTRUCT EMERGENCY SPILL WAY FOR BASIN PER DETAIL HEREON 3" CLASS II AGGREGATE BASE OVER COMPACTED NATIVE SOIL PER ROUGH GRADING PLAN 104 --- C.Y. C.Y. E;z C.Y. C.Y. 104 --- C.Y. C.Y. C^ CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CALTRANS STD DWG NO. D86A AND SHEET 11 F_ 0 2 EA. 2 EA. W CONSTRUCT AND SHEET TRIPLE 3.5Hx12.0'W CAST -IN-PLACE R.C. BOX CULVERT PER CALTRANS STD. DWG. NO. D81 12 ciN v r 55 L.F. r� EA. 121 I- EXTENDED DETENTION BASIN WATER QUALITY OUTLET STRUCTURE PER DETAIL ON SHEET 9 2 EA. --- 7 2 EA. 122 INSTALL PARAPET RETAINING WALL PER DETAIL 122 HEREON --- EA. o EA. 2 EA. 123 CONSTRUCT 6" CONCRETE ACCESS ROAD WITH #4 O 18" O.C, BOTH WAYS, SEE DETAIL -123 ON SHEET 8 1 1770 o S.F. 1770 LLJ ,, 0 w co� a� v zz n o Q CD °� > Lo o10 �0) Q CD ._ m o z o co MU a' U 6 c Q ww c� to Q M p (/ of i W W > 0 � U w Of ry �� ¢ n I A TOP. ELEV=237.09 INVERT ELEV. IV - "`-� -235.50 11 15.9' 86.8' 6 i W.S.=1236.59 iy 10 ' 2' CUT-OFF 55' 15.9' SECTION 8-8 N.T.S. VARIES 1' 6" TOP OF TRAP, BOTTOM OF TRAP. SECTION C -C N.T.S. 1. CONCRETE SHALL BE CLASS B - 6 INCH 2.REINFORCING SHALL BE NO. 4 rd 18" BOTH DIRECTIONS. BASIN D -��ZI'N ERGENCY SPILLWAY TO BE TAINED BY G.S.A. N.T.S. NOTE: ' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN i` ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. S.j4'1r yY F The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know WLllairs WOW. county approval or during construction, the private engineer shall be responsible MARK BY DATE Call 811 ire you dig. for determining an acceptable solution or revising the plans for approval by REVISIONS APPR. I DATE COUNTY LENGTH OF CULVERT MAnvr-n I DT 3 (TOT 3 EQUAL PERVIOUS R CALTRANS STD (SIMILAR) TOT 3 NOTE: 1. BACKFILL SHALL CONFORM WITH CALTRANS REQUIREMENTS FOR STRUCTURAL BACKFILL. 2. CONCRETE SHALL HAVE A MINIMUM Cc = 3, 600psi. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615 AND SHALL BE GRADE 60. 4. SEE SHEET 12 FOR TYPICAL RCB DETAILS. 5. FOR DETAILS NOT SHOWN, SEE 2015 CALTRANS STANDARD PLAN D82. PARAPET RETAINING WALL DETAIL 122 5' MIN. CONSTRUCTION OF ANCHOR FOR TRENCH SURFACE W1 SLOPING SIDE OVER PIPE WALLS 8" TRENCH 8" i x WIDTH a 4' a 3" CLR. a _ t 3" CLR. ,4 3" CLR. q.®... 4 F 12" DPT. CONST. (TYP RS JOINT NOTES: 1. SLOPE ANCHORS SHALL BE CONSTRUCTED AT 7' VERTICAL 2. CONCRETE SHALL BE CLASS 500-0-2500 CONCRETE. SLOPE ANCHOR DETAIL 85 N.T.S. HUNSAKER & ASSOCIATES FD, STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE ~ES MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD r e� � 1 r OF S/ Y IRVINE, INC FROM THE MISSION SAN ANTONIO DE PALA, AT PALA 6.1 MILES f �� WL IA Fi INLAND EMPIRE REGION SOUTH OF TEMECULA, AT THE SAN DIEGO—RIVERSIDE COUNTY LINE, IN RIV2900 ERSIDE AMSCA 9STREET2504 (SUITE ) 52 7 00 SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' `1 N0. 58024 PLANNING ENGINEERING SURVEYING GOVERNMENT RELATIONS WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE Ilk Lai A% / / / FENCECENTERILINE LINE. OF NORTH TRACT OAA LEADING NORTHWEST, POST ABOUTI4 1/5ST OF FEET A t �T C �`�% PREPARED BY R.C.E. N0. 5802 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST �TOF CAL�Fo��/ PROJECTING UP ABOUT 6 INCHES. ELEVATION BASED UPON THE NGVD 29 DATUM PAUL R HUDDLESTON, JR. U.S.G,S. BM. NO. W897 ELEV. = 1255.36 / t 6" CONCRETE (400OPS/) SPILLWAY OVER 907' COMPACTED NATIVE OR AS DIRECTED BY SOILS ENGINEER, WITH #4 @ 18" FORM AROUND HEADWALL WHERE NECESSARY SECTION A—A CONCRETE APRON( 3110 1 V -1%a I 6JGCJG1 IyIL .. .- COUNTY •,•••COUNTY OF RIVERSIDE NON -CFD STORM DRAIN PLANS DETAILS & CONSTRUCTION NOTES FOR: W.O.: COUNTY LS TERRACINA, LLC I 2595-2A FILE NO ESTIMATE OF STORM DRAIN QUANTITIES DESCRIPTION CSA QUANTITY R.C.T.D. QUANTITY TOTAL QUANTITY NO. 80 INSTALL 18" R.C.P. (CLASS IV) INSTALL 24 R.C.P. (CLASS IV) INSTALL 36" R.C.P. (SEE PROFILE FOR D -LOAD) CONSTRUCT SLOPE ANCHOR PER DETAIL 85 HEREON CONSTRUCT M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251 CONSTRUCT PIPE CULVERT HEADWALL PER CALTRANS STD. DWG. NO. D90 TYPE A AND SHEET 10 INSTALL CABLE RAILING PER CALTRANS STD. DWG. NO. RSP 811-47 AND SHEET 14 78 215 164 1 1 1 --- L.F. L.F. L.F. EA. EA. EA. L.F. --- 32 --- --- 1 --- 74 L.F. L.F. L.F. EA. EA. €A. L.F. 78 247 164 1 2 1 74 L.F. L.F. L.F. EA. EA. EA. L.F. 81 83 85 92 101 102 103 105 CONSTRUCT CONSTRUCT CONSTRUCT 2 -TON RIP -RAP PER DETAIL ON SHEET 3 1/4 -TON RIP -RAP PER DETAIL ON SHEET 3 1 -TON RIP -RAP PER DETAIL ON SHEET 3 --- 25 33 C.Y. C.Y. C.Y. 594 --- --- C.Y. C.Y. C.Y. 594 25 33 C.Y. C.Y. C.Y. 106 108 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD, NO. M 816 3 EA. 1 EA. 4 EA. 110 CONSTRUCT 6" CONCRETE APRON PER DETAIL 110 HEREON --- C.Y. 4 C.Y. 4 C.Y. 112 CONSTRUCT PRECAST CONCRETE FLARE END SECTION PER CALTRANS STD. DWG. NO. D94B AND SHEET 13 3 EA. --- EA. 3 EA, 113 114 CONSTRUCT CONSTRUCT EMERGENCY SPILL WAY FOR BASIN PER DETAIL HEREON 3" CLASS II AGGREGATE BASE OVER COMPACTED NATIVE SOIL PER ROUGH GRADING PLAN 104 --- C.Y. C.Y. --- --- C.Y. C.Y. 104 --- C.Y. C.Y. 116 CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CALTRANS STD DWG NO. D86A AND SHEET 11 --- EA. 2 EA. 2 EA. 120 CONSTRUCT AND SHEET TRIPLE 3.5Hx12.0'W CAST -IN-PLACE R.C. BOX CULVERT PER CALTRANS STD. DWG. NO. D81 12 --- --- 55 L.F. 55 EA. 121 CONSTRUCT EXTENDED DETENTION BASIN WATER QUALITY OUTLET STRUCTURE PER DETAIL ON SHEET 9 2 EA. --- EA. 2 EA. 122 INSTALL PARAPET RETAINING WALL PER DETAIL 122 HEREON --- EA. 2 EA. 2 EA. 123 CONSTRUCT 6" CONCRETE ACCESS ROAD WITH #4 O 18" O.C, BOTH WAYS, SEE DETAIL -123 ON SHEET 8 1 1770 --- S.F. 1770 S.F. LENGTH OF CULVERT MAnvr-n I DT 3 (TOT 3 EQUAL PERVIOUS R CALTRANS STD (SIMILAR) TOT 3 NOTE: 1. BACKFILL SHALL CONFORM WITH CALTRANS REQUIREMENTS FOR STRUCTURAL BACKFILL. 2. CONCRETE SHALL HAVE A MINIMUM Cc = 3, 600psi. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615 AND SHALL BE GRADE 60. 4. SEE SHEET 12 FOR TYPICAL RCB DETAILS. 5. FOR DETAILS NOT SHOWN, SEE 2015 CALTRANS STANDARD PLAN D82. PARAPET RETAINING WALL DETAIL 122 5' MIN. CONSTRUCTION OF ANCHOR FOR TRENCH SURFACE W1 SLOPING SIDE OVER PIPE WALLS 8" TRENCH 8" i x WIDTH a 4' a 3" CLR. a _ t 3" CLR. ,4 3" CLR. q.®... 4 F 12" DPT. CONST. (TYP RS JOINT NOTES: 1. SLOPE ANCHORS SHALL BE CONSTRUCTED AT 7' VERTICAL 2. CONCRETE SHALL BE CLASS 500-0-2500 CONCRETE. SLOPE ANCHOR DETAIL 85 N.T.S. HUNSAKER & ASSOCIATES FD, STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE ~ES MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD r e� � 1 r OF S/ Y IRVINE, INC FROM THE MISSION SAN ANTONIO DE PALA, AT PALA 6.1 MILES f �� WL IA Fi INLAND EMPIRE REGION SOUTH OF TEMECULA, AT THE SAN DIEGO—RIVERSIDE COUNTY LINE, IN RIV2900 ERSIDE AMSCA 9STREET2504 (SUITE ) 52 7 00 SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' `1 N0. 58024 PLANNING ENGINEERING SURVEYING GOVERNMENT RELATIONS WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE Ilk Lai A% / / / FENCECENTERILINE LINE. OF NORTH TRACT OAA LEADING NORTHWEST, POST ABOUTI4 1/5ST OF FEET A t �T C �`�% PREPARED BY R.C.E. N0. 5802 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST �TOF CAL�Fo��/ PROJECTING UP ABOUT 6 INCHES. ELEVATION BASED UPON THE NGVD 29 DATUM PAUL R HUDDLESTON, JR. U.S.G,S. BM. NO. W897 ELEV. = 1255.36 / t 6" CONCRETE (400OPS/) SPILLWAY OVER 907' COMPACTED NATIVE OR AS DIRECTED BY SOILS ENGINEER, WITH #4 @ 18" FORM AROUND HEADWALL WHERE NECESSARY SECTION A—A CONCRETE APRON( 3110 1 V -1%a I 6JGCJG1 IyIL .. .- COUNTY •,•••COUNTY OF RIVERSIDE NON -CFD STORM DRAIN PLANS DETAILS & CONSTRUCTION NOTES FOR: W.O.: COUNTY LS TERRACINA, LLC I 2595-2A FILE NO CONCRETE PIPE 2D or 2W 4' MIN.) (WHERE OCCURS) CONCRETE V—DITCH °r I' D or W (WHERE OCCURS) — I 1' N0. 4 BARS — — — CN I F ® FLOW \ / ®� F I I 0 5.4'-1 ton ROCK* \� v 3(MIN) 2D or 2W w LO 3.3'-1 /4 ton ROCK* L SECTION F - F O0 0 000O0 ' * O� 1.8—BACKING NO. 1 CONCRETE PIPE o (WHERE OCCURS) MIRAFI 110ON FILTER FABRIC Q CONCRETE V—DITCH or W CO (WHERE OCCURS) SILL, CLASS 420—C-2000 CONCRETE II * 2D or 2W 4' MIN_.) ROCK GRADING AND QUALITY REQUIREMENTS PER SECTION 72-2.02 — — — MATERIALS OF THE CALTRANS STANDARD SPECIFICATIONS. USE METHOD "WIDE SLO o D °� W A FOR PLACEMENT OF ROCK. E SECTION E - E -- 3(MIN) F 3D or 3W I 2D or 2W I 1—TON RIP—RAP SLOPE PROTECTION DETAIL 1m E SECTION F — F N.T.S. 1 ' NO. 4 BARS 'FLOW 3.3'-1/4 ton ROCK* 'l.8' -BACKING NO. 1* "' o MIRAFI 110ON FILTER FABRIC D SILL, CLASS 420—C-2000 li CONCRETE J * ROCK GRADING AND QUALITY REQUIREMENTS PER SECTION 72-2.02 MATERIALS OF THE CALTRANS STANDARD SPECIFICATIONS. USE METHOD WIDE SLO B FOR PLACEMENT OF ROCK. E OUTLET STRUCTURE 1' N0 4 BARS PER PLAN SECTION E — E . F FLOW _ F 3D or 3W E 1 Z4 TON RIP—RAP ENERGY DISSIPATOR DETAIL 1115 v 5.4'-2 ton ROCK* 1 -� cn z%uL > ) C7 _� 1 N.T.S. —` 3(MIN) WIDTH —I C:)3.3'-1/4 3.3-1 4 ton ROCK a < < < / PER PLAN O0UO0O�0v- 1.8' -BACKING NO. 1* SECTION F - F S 1 n n CL Q 77�__FABRIC CLASS 10** aT zu�Q 1117SILLCLASS 420—C-2000 , W CONCRETE __j V * ROCK GRADING AND QUALITY REQUIREMENTS PER SECTION 72-2.02 h CK® MATERIALS OF THE CALTRANS STANDARD SPECIFICATIONS. USE METHOD WIDE SLO LO �6 ? A FOR PLACEMENT OF ROCK. E CD ** FABRIC TYPE OF GEOTEXTILE AND QUALITY REQUIREMENTS PER z SECTION 72-2.02C ROCK SLOPE PROTECTION FABRIC OF THE o CALTRANS STANDARD SPECIFICATIONS. 46. 1' ® STA 9+40.00 m SECTION E — E W <r o 2—TON RIP—RAP SLOPE PROTECTION DETAIL 1o3 E z w < N.T.S. z coCD or 0 Z o Q so H ry � 0 SEAL -ENGINEER BENCHMARK: TRACT 32627 M2 IP NO. ©70091' SHEET NO. o 0 �t� 1�.. - NOTE:` ; > HUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE IRVINE INC MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD COUNTY OF RIVERSIDE �. ( WORK CONTAINED WITHIN THESE PLANS ,iQpOFESS� N� FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES 3 0 �,,�, 3tl(it z. ¢i �, y / 'f '1 t, e '. o I„= UNTIL AN — ,� �° , 1oocF�T til i, ,_ INLAND EMPIRE REGION SHALL NOT COMMENCE /�w� �' ��} I? 2900 ADAMS STREET, SUITE A-15 SOUTH OF TEMECULA, AT THE SAN DIEGO—RIVERSIDE COUNTI' LINE, IN NON -CF© STORM ®RAIN PLANS GL c, I SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5 ENCROACHMENT PERMIT AND/OR A Q J RIVERSIDE CA 92504 951 352-7200 WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE �' o ¢ GRADING PERMIT HAS BEEN ISSUED.DETAILS ° N0. 58020 A PLANNING/ENGINEERING/SttRVEYING/GOVERNMENT RELATIONS CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A rnU �� I FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET o z W 14 The private engineer signing these plans is responsible for assuring the accuracy - I �r e HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST OF SH TS. 0 0 o U 1 �y c a v �`/�' PREPARED BY: R.C.E. N0. 58020 Z Q I� � and acceptability of the design hereon. In the event of discrepancies arising after �`` T� FoPROJECTING UP ABOUT 6 INCHES. .. C) � 0 ' below. county approval or during construction, the private engineer shall be responsible APPR. DATE ��\\�F CA1 �=' FOR: W.O.: COUNTY C) L, n ¢ Kt101AI Whdt �efirr MARK BY DATE ����� .. � P 11 ,1 for determining an acceptable solution or revising the plans for approval by REVISIONS ELEVATION BASED UPON THE ELEV. 29 DATUM E < Call81 1b&re yu dlg. COUNTY PAUL R. DDLESTON, JR. u.s.G.s. BM. N0. W897 ELEV. = 1255.36 LS TERRACINA, LLC 2595-2A FILE N0. • U_ X n� BEARING/DELTA RADIUS LENGTH h W 38°38'02" 55.00' 37.09' 19.28' 2 N 00109'32" W [ V) - 3 fY) 45.00' 35.34' 1&64' Q w - 14.72' - 70- C 45.00' 30.72' 15.99' OF N 84016'35" W �d o - a N 60027'03" W - 56.47' - o C) - 50.46' o� 0 sN 57-19'15" E z 148.16' - 10 N 32°40'45' W m� 143.50' - O 6 1 F - o CD W C/) r F - o= z 0 > C) 0 a U a W � � J 3., o W LI_I' 6 � of �5 J n ba �o w 0 1- cr-LIJ W cN 0 Cb N It Q 7Fo z �a N o z o �d U O N Z� C/) o� Q XV) jN 0 > U O F -_ W -U Ct� 11 d n of w w .i r) 1 ¢�V. F . . �. , h BASIN D t r �kA SEE SHEET -8 ` FOR BASIN DETAILS"' NOTE: ' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. t ¢ 7tli;srr is i i� zai li�ltt ,t ,,:,2 The private engineer siding these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know whit's bE14W� county approval or during construction, the private engineer shall be responsible MARK BY IDATE C8I118111 before You flt. for determining an acceptable solution or revising the plans for approval by 1, DOUBLE ACCESS GATE PER ROUGH I GRADING PLAN 4 I .. REVISIONS PLAN LINE "D" INSTALL CONCRETE SILL PER DETAIL 10; ON SHEET 2 Tiny A 11/1A1FU/ALL 112W go: F-111 1Yr111 A ® i• STORM DRAIN DATA TABLE d TYPE B WINGWALL LINE B SEE C.F.D. 2013-64 STORM DRAIN PLANS HUNSAKER & ASSOCIATES r� �Q�ypFESS(�\�\ IRVINE, INC Awa Nuon�INLAND EMPIRE REGION `ntll), 2900 ADAMS STREET, SUITE A-15 RIVERSIDE CA 92504 (951)352-7200 N0. 58020 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS rtlli sT PREPARED BY: 0 %� 1�9r r v � ��'ri R.C.E. N0. 58020 \�\F of� APPR. DATE \\ of CAE\F - J�_.Zla COUNTY PAUL R. H DLESTON, JR. STA I0+56.47 WINGWALL RETAIL 1"=10' L=10', W=21.10' H=9.63', Elev. a=1221.0 EASEMENT DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT �A 38°38'02" 55.00' 37.09' 19.28' 2 N 00109'32" W - 40.62' - 3 45000100" 45.00' 35.34' 1&64' Q N 45°09'32" W - 14.72' - 70- 3900703" 45.00' 30.72' 15.99' OF N 84016'35" W - 4.97' - a N 60027'03" W - 56.47' - HUNSAKER & ASSOCIATES r� �Q�ypFESS(�\�\ IRVINE, INC Awa Nuon�INLAND EMPIRE REGION `ntll), 2900 ADAMS STREET, SUITE A-15 RIVERSIDE CA 92504 (951)352-7200 N0. 58020 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS rtlli sT PREPARED BY: 0 %� 1�9r r v � ��'ri R.C.E. N0. 58020 \�\F of� APPR. DATE \\ of CAE\F - J�_.Zla COUNTY PAUL R. H DLESTON, JR. STA I0+56.47 WINGWALL RETAIL 1"=10' L=10', W=21.10' H=9.63', Elev. a=1221.0 EASEMENT DATA TABLE CONSTRUCTION NOTES BEARING/DELTA RADIUS LENGTH TANGENT 1 N 61045'09" W - 54.83' - 2 126°03'33" 10.00' 22.00' 19.65' 3 38°40'53" 31.00' 20.93' 10.88' 4 N 30052'10" E - 19.09' - 5 90014'26" 41.00' 64.57' 41.17' s N 58053'24" W - 23.68' - 122 26°12'39" 66.00' 30.19' 15.37' e N 32°40'45' W - 50.46' - sN 57-19'15" E - 148.16' - 10 N 32°40'45' W - 143.50' - CONSTRUCTION NOTES 83INSTALL 36" R.C.P. (SEE PROFILE FOR D -LOAD) (10 1 CONSTRUCT PIPE CULVERT HEADWALL PER CALTRANS STD. DWG. NO. D90 TYPE A AND DETAIL ON SHEET 10 102 INSTALL GABLE RAILING PER CALTRANS STD. DWG NO. RSP 811-47 f0 CONSTRUCT 2 -TON RIP -RAP PER DETAIL ON SHEET NO. 3 106 CONSTRUCT I -TON RIP -RAP PER DETAIL ON SHEET Na 3 Ito CONSTRUCT 6" CONCRETE APRON PER DETAIL 110 ON SHEET 2 114 CONSTRUCT 3" CLASS N AGGREGATE BASE OVER COMPACTED NATIVE SOIL PER ROUGH GRADING PLAN (BGRI40014) 116 CONSTRUCT BOX CULVERT WARPED WINGWALLS PER GALTRANS STD. DWG. NO. D864 AND DETAIL ON SHEET 11 12D CONS7RUCT TRIPLE 3.5'Hxl2.0'W CAST -IN-PLACE R.C. BOX CULVERT PER CALTTiA'ANS STD. DWG NO. D81 AND SHEET 12 12f CONSTRUCT EXTENDED DETENTION BASIN OUTLET STRUCTURE PER DETAIL ON SHEET 9. ORIFICE PLATE DETAIL PER SHEET 8. 122 INSTALL PARAPET RETAINING WALL PER DETAIL 122 ON SHEET 2 12 CONSTRUCT 6" CONCRETE ACCESS ROAD WITH 13 REBAR EVERY 4 FEET SEE DETAIL -123 ON SHEET 8 FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES SOUTH OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY LINE, IN SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING UP ABOUT 6 INCHES. ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. NO. W897 ELEV. = 1255.36 0 20 40 SCALE: 1" = 40' 120 160 COUNTY OF RIVERSIDE NON -CFD STORM DRAIN PLANS 4 LINE C & D OF 14, FOR: W. 0.: COUNTY LS TERRACING, LLC 2595-2A FILE NO. �A • ............. {....... ,f — h � r ..j a_ ..,... < ..�., e..._ .a .... r � a GA 116°O1'51" 22.50' 45.57' x , t .. ..........2 .. i , ...... } 59.93' W — 61.46' R6' i ; { -04-S f 1 — h � r ..j a_ ..,... < ..�., e..._ .a .... r � a GA 116°O1'51" 22.50' 45.57' 36.03' 06°59'03" j§ 59.93' W — 61.46' R6' ; r -04-S f 1 E iNI -.., ).,. E ..,. ..,.. ,.... .. t ...... .... _.,......... ta RN �€ »....-. pp - ........ l fi.... r.. r ....,..Y },,,,,,,,;,,,,,,,,,,, „ ' ..e.. ,. i.. ,. �... ... �.... f. t ,. j �J� d ' Y _ I , T a + r 4 �.. j , I o R g fr `. b- ^�' ,...,., - ,. 3 .. .. - ....,i, „r .. t• ...... }-,. v s s q ? i ag Y ,n... ar,,,S.,,,, .,,,.k„ , .--- - °,,._.., i ,... ➢, .r„---.. i >....,.« .-.-..-. z r G NST1 ... G T 77 — 24 GA 116°O1'51" 22.50' 45.57' 36.03' 06°59'03" 982.00' 119.70' 59.93' C N DO°2O' 1O" E — 61.46' t e ' ... .., n ...... E iNI -.., ).,. E ..,. ..,.. ,.... .. t ...... .... _.,......... ta RN �€ F '.- ' Y _ I , T a + a r _ o R s ,n... z R w-- ,. M�. _.,7._ .. 1t t} p �i�^ - ,..._«_ , tiAIAIT- INS U� ,' 0SA a ,. .. .. a ,., # g i 17 .. ...n,. ...n.. �,... .. I }... C..... ........... $j r= ? p y 1 y. ?9 3 ., ... V x - - i ' - 'fi,,�..,Pr%..--•--^3'n^”' 1 �- �„-qFr. „��. ,,.,.,� i -3m .,. a..... r ..... ,„ .m ._--^"�,...,r.......---.w.,_.._ _, i-»-,.....::,,..,r.......,.ry..r.. C ;bAIA ............;. ,., f 9.. T e; 24 CJS. a I 8 ^ fs ., A 1 I P I < I : _ .� } i... r i ,y ° -... ^Y 9 .... , i Y i <MA e r , i , 1 B , ... 5 t.. r , r 3 i r e 'r .. i ... . , . ,..,., x , «,,,,, L..W^ ..4Y,. ... .... f .{ ... Y� '.. M.. r I ..... 2 _.6..�.,.,..v3...,.......i i s: ....`.K».....:` ... i Y ,� �'"„"" 3 � g 5. ry �,...« x n ..,a. �. a,s.,,ea..�.-�•.e»- .m.....,3^.< _rr...,,,.,,.:,,..... n- ., a,g,„-�.: ._ _ .,..^per-..,..-��.�... .. - „x.._- ,-..,d. ,..p_..... _......,.... «a-.., .2�-��.-.. i ..a, m v W.W r E. REVISIONS APPR. I DATE COUNTY SEAL -ENGINEER 0 ESSlQA. � �co 4 �1 !f W ° N0. 58020 r.." �cr �1�11�q'F 0 V , ti�oa��i N\\.OF CAI'�� R/W R/W TRACT 32627 MONTE VERDE ROAD SECTION AT 3+50.00 50 0 TYPICAL FROM STA. 1+50.00 TO STA. 4+50.00 0 5 10 CONSTRUCTION NOTES S1INSTALL 24" R.C.P. (CLASS IV) 92 CONSTRUCT M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251 108 CONSTRUCT CONCRETE BULKHEAD PER R.C.F,C, & W.C.D. STD. NO. M 816 121 CONSTRUCT EXTENDED DETENTION BASIN WATER QUALITY OUTLET STRUCTURE PER DETAIL ON SHEET 9. ORIFICE PLATE DETAIL PER SHEET & STORM DRAIN DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT GA 116°O1'51" 22.50' 45.57' 36.03' 06°59'03" 982.00' 119.70' 59.93' C N DO°2O' 1O" E — 61.46' — BENCHMARK: HUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S, BRASS DISK SET IN THE TOP OF A CONCRETE IRVINE, INC MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD ON FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES INLAND EMPIRE REGI , SUITE ON SOUTH OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY LINE, IN 2900 ADAMS STREET RIVERSIDE CA 92504 SUIT 52- 15 SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS WEST OF THE CENTERLINE THE ROAD, 17.5' SOUTH OF THE CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET PREPARED BY -HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST - ® PROJECTING UP ABOUT 6 INCHES. ELEVATION BASED UPON THE NGVD 29 DATUM PAUL RJAUDDLESToN, JR. U.S.G.S. BM. NO. W897 ELEV. = 1255.36 PLAN, 0 20 40 80 120 1E SCALE: 1" = 40' COUNTY OF RIVERSIDE NON -CFD STORM DRAIN PLANS LINE E STA. 4+57.23 TO 6+83.96 FOR: W.O.: �COUNTY LS TERRACING, LLC 2595-2A FILE NO. SHEET NO 5' OF 4 SH TS. ■ 0 I SEE SHEET -8 \,FOR BASIN, DETA `E C06 TRACT I BOUNDARY I12 08 I C� I \ \ II I PLAN LINE "F N LINE E — SEE C.F.D. 2013-64 STORM DRAIN PLANS 00 46+52.36 ST. STA. C/L CB # 18 W=28' H=5.41' o I Q100=2.7 cfs TRACT BOUNDARY/ N i CE MONTE VERDE ROAD I I I I I � I 1 1 ' � I� j ittt i# t„' NOTE. 141i4 1111 tt€ {„=i a' . WORK CONTAINED WITHIN THESE PLANS ;, `;ill, I=>i SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. <=r The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after KD©/w WIiBt'S WO . county approval or during construction, the private engineer shall be responsible MARK BY DATE Yall v l i beWe YOU Chg. for determining an acceptable solution or revising the plans for approval by REVISIONS z R/W --- 27+03.94 ST. STA. i C/L CB # 19 I W-21' H=7.07' 01()n=5.2 cfs PLAN LINE "F-2” APPR. DATE COUNTY CONSTRUCTION NOTES 80 INSTALL 18" R.C.P. (CLASS IV) 81 INSTALL 24" R.C.P. (CLASS IV) 105 CONSTRUCT 1/4 -TON RIP -RAP PER DETAIL ON SHEET 3 108 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. do W.C.D. STD. NO. M 816 112Ki5l__CONSTRUCT PRECAST CONCRETE FLARED END SECTION PER CALTRANS STD. DWG. NO. D948 AND SKEET 13 STORM DRAIN DATA TABLE L'j RADIUS LENGTH TANGENT N 32°40'45'° W - 0 J { 0 t? N 58°38'34" E U a 23.75' - IL < o o� m� V) o '— a v a o 0; C) 0 N Of m o ci 0 O cn 0 N OLJ_I LSI O z z J v d } W i z� Q 011 d0m._ o0 L W o o5 Q t I Eo 0 v U O it rn 0 o �a V) i < Qp Vi az i a W w > CJ _ C) I= 0o W z vi Q n IY_ JW Q o- mX SEE SHEET -8 \,FOR BASIN, DETA `E C06 TRACT I BOUNDARY I12 08 I C� I \ \ II I PLAN LINE "F N LINE E — SEE C.F.D. 2013-64 STORM DRAIN PLANS 00 46+52.36 ST. STA. C/L CB # 18 W=28' H=5.41' o I Q100=2.7 cfs TRACT BOUNDARY/ N i CE MONTE VERDE ROAD I I I I I � I 1 1 ' � I� j ittt i# t„' NOTE. 141i4 1111 tt€ {„=i a' . WORK CONTAINED WITHIN THESE PLANS ;, `;ill, I=>i SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. <=r The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after KD©/w WIiBt'S WO . county approval or during construction, the private engineer shall be responsible MARK BY DATE Yall v l i beWe YOU Chg. for determining an acceptable solution or revising the plans for approval by REVISIONS z R/W --- 27+03.94 ST. STA. i C/L CB # 19 I W-21' H=7.07' 01()n=5.2 cfs PLAN LINE "F-2” APPR. DATE COUNTY CONSTRUCTION NOTES 80 INSTALL 18" R.C.P. (CLASS IV) 81 INSTALL 24" R.C.P. (CLASS IV) 105 CONSTRUCT 1/4 -TON RIP -RAP PER DETAIL ON SHEET 3 108 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. do W.C.D. STD. NO. M 816 112Ki5l__CONSTRUCT PRECAST CONCRETE FLARED END SECTION PER CALTRANS STD. DWG. NO. D948 AND SKEET 13 STORM DRAIN DATA TABLE HUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE eROFESSIp \\� ;'. IRVINE, INC MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD Z-1- . N C£S�q� Fy < ,` INLAND EMPIRE REGION FROM THE TMIS SION SAN AN ONTO DE PALA, AT PALA, 6.1 MILES SOUTH 2900 ADAMS STREET, SUITE A-15 E DIEGO RIVERSIDE COUNTY LINE, IN SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' Q z RIVERSIDE CA 92504 (951)352-7200 ca a r WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE N0. 58020 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A % FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET I�,JTq C��IL\�� PREPARED BY: R.C.E. N0. 58020 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST \F OF CA1 �F��—PROJECTING UP ABOUT 6 INCHES, ELEVATION BASED UPON THE NGVD 29 DATUM PAUL R. DDLESTON, JR. U.S.G.S. BM. NO. W897 ELEV. = 1255.36 PLAN 0 20 40 80 120 160 SCALE: 1" = 40' Ir ivv, uruuUI SHEEP Na COUNTY OF RIVERSIDE NON -CFD STORM DRAIN PLANS LINE F-1 & LAT F -2a OF 14 < FOR: W, 0.: COUNTY LS TERRACING, LLC 2595-2A FILE N0. BEARING/DELTA RADIUS LENGTH TANGENT N 32°40'45'° W - 16.52' - t? N 58°38'34" E - 23.75' - HUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE eROFESSIp \\� ;'. IRVINE, INC MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD Z-1- . N C£S�q� Fy < ,` INLAND EMPIRE REGION FROM THE TMIS SION SAN AN ONTO DE PALA, AT PALA, 6.1 MILES SOUTH 2900 ADAMS STREET, SUITE A-15 E DIEGO RIVERSIDE COUNTY LINE, IN SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' Q z RIVERSIDE CA 92504 (951)352-7200 ca a r WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE N0. 58020 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A % FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET I�,JTq C��IL\�� PREPARED BY: R.C.E. N0. 58020 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST \F OF CA1 �F��—PROJECTING UP ABOUT 6 INCHES, ELEVATION BASED UPON THE NGVD 29 DATUM PAUL R. DDLESTON, JR. U.S.G.S. BM. NO. W897 ELEV. = 1255.36 PLAN 0 20 40 80 120 160 SCALE: 1" = 40' Ir ivv, uruuUI SHEEP Na COUNTY OF RIVERSIDE NON -CFD STORM DRAIN PLANS LINE F-1 & LAT F -2a OF 14 < FOR: W, 0.: COUNTY LS TERRACING, LLC 2595-2A FILE N0. BOTTOM 4" WIDE RECTANGULAR STAGE NOTCH TYPE WEIR OUTLET 6„ 4:1 MAX PERFORATED PIPE SUBDRAIN INFLOW/ $. .' ` / •', "// . OUTFLOW - TRENCH LO _ FLOW CONCRETE FOREBAY ; 4:1 MAX 3 48" MIN. 18" 21 r.® 'jam -MIN. s a .�. NON -WOVEN 3 it 24 N GEOTEXTILE MIN. ' SECTION A -A 2 MEMBRANE LOW FLOW -(120 GPM/SF) TRENCH SECTION 18" SAND (MIN.) 18"W x 24"D GRAVEL 4 FILLED COLLECTOR- 10" MIN. GRAVEL TRENCH � LAYER BERM �1 / 4" WIDE NOTCHY " P F(5RATED PIPE TYPE WEIR SECTION B-8 SECTION SURFACE OUTLET WEIR OUTLET FILTER INFLOW BERMWALL DRAIN EMERGENCY SPILLWAY 1.5' INFLOWo - 5=1% MIN QWATER SURFACE LOWEST ORIFICE CONCRETE % CONCRETE FOREBAY AND' _ r, BERM PER DETAIL H PROfILE °mow HEREON INVERT OF 48"Wx24"D N.T.S. 6" PERFORATED GRAVEL FILLED PIPE LOW FLOW TRENCH GENERAL NOTES DETAIL NOTES 1. SEE RIVERSIDE COUNTY FLOOD CONTROL 1 AASHTO NO. 57 OR 67 COARSE DISTRICTS APPENDIX 'B' - "UNDERDRAINS" FOR AGGREGATE LAYER �FINE AGGREGATE PER ASTM C-33 E ADDITIONAL INFORMATION REGARDING UNDERDRIANS - r I?3 AASHTO NO. 2 GRAVEL LAYER CA 2. SEE RIVERSIDE COUNTY FLOOD CONTROL DISTRICTS APPENDIX 'C' - "BASIN GUIDELINES" n; FOR ADDITIONAL GENERAL BASIN INFORMATION. EXTENDED DETENTION BASIN DETAIL 115 0 N.T.S. 0 z �1 LLI it Lij z `s BENCHMARK: TRACT 32627 M2 IP 'N5.' C) aj O SEAL -ENGINEER n < Z < HLINSAKER & ASSOCIATES FD. STANDARD U.S.G.S, BRASS DISK SET IN THE TOP OF A CONCRETE N N COUNTY OF RIVERSIDE � L b � Q z Li w �o E xC%1 ONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD Z 6 < Zi >- ry fi+ t` IY y NON' -CFD STORM ®RAIN PLANS o V z N z (n z 6 m 2900 ADAMS STREET, SUITE A-15 FF--- LAJ v v�ry (n RIVERSIDE CA 92504 (951)352-7200 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS O w N- N 0m W V _0 <E FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET W �1 LLI ~ W N.T.S. BENCHMARK: TRACT 32627 M2 IP 'N5.' Z0�- w SEAL -ENGINEER n < HLINSAKER & ASSOCIATES FD. STANDARD U.S.G.S, BRASS DISK SET IN THE TOP OF A CONCRETE COUNTY OF RIVERSIDE =a z Li w �o o ONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD Z 6 < Zi >- 75 fi+ t` IY y NON' -CFD STORM ®RAIN PLANS 0 €® 0 z °m C7 2900 ADAMS STREET, SUITE A-15 O �a ,C) v l ev " NO. 58020 rn RIVERSIDE CA 92504 (951)352-7200 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS O w N- N W V _0 <E FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET W C5 ©� LJ > U c t v PREPARED BY: R.C.E. NO. 58 20 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING UP ABOUT 6 INCHES. W o n af < n " RETE FOREBAY SECTION F -F N.T.S. -CONCRETE FOREBAY 6" P.C.C. CLASS "A" CONCRETE OVER 95% COMPACTED NATIVE OR PER SOILS ENGINEER RECOMMENDATIONS 2' FBERM HEIGHT PER BASIN DETAIL 5' h"' TYP. -LOW FLOW TRENCH NOTE: 'ft WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN t' ENCROACHMENT R OR A ENC OA PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptabllity of the design hereon. In the event of discrepancies arising after Know MIws below. county approval or during construction, the private engineer shall be responsible Call 81 ibdore you dig. for detennining an acceptable solution or revising the plans for approval by NON -WOVEN OVERFLOW GEOTEXTILE MEMBRANE TRASH RACK (120 GPM/SF) TRASH RACK WATER SURF ACE__-____-____ 4 _ MIN WATER SURFACE 4 -_� N I ORIFICE PLATE SAND LAYER \ 6"O SHEAR GATE GRAVEL LAYER \ W/ CONTROL ROD UNDER DRAIN FOR CLEAN OUT SECTION B -B N.T.S. r QL MONTE VERDE r / ROAD r / r i r � SD LINE -E SEE SHEET 5 BASIN "E" MAINTAINED BY CSA 060,4164 6,4® 4 MAINTA R a EMERGENCY SPILLWAY 1215.00 1214 17 24" STORM DRAIN LINE E 1211.90 C.G. O„ 2.5" DIA, O 1211,40 C.G. O 2.5" DIA. O O O 1210.90 C.G. 2.5" DIA. r �0 O O 1208.90 C.G. 1.1 DIA. 7, f/// BASIN "E" DETAIL B 0 20 40 1'® TOP OF BASIN NON -WOVEN OVERFLOW GEOTEXTILE MEMBRANE TRASH RACK (120 GPM/SF) TRASH WATER SURFACE_V____._RACK______-_ -__ � 14 S=I% MIN ; WATER SURFACE 4 ------------ -- --- �.,�- SAND LAYER�// GRAVEL LAYER UNDER DRAIN SECTION A -A N.T.S. SPILLWAY CREST ORIFICE PLATE STORM 1-\� DRAIN LINE C 6"0 SHEAR GATE W/ CONTROL ROD FOR CLEAN OUT BASIN "D" MAINTAINED BY CSA 1237.0 �70 1232.50 C. G. 1235.5 O„ 4" DIA. O 1232.00 C.G. 4" DIA. 0 O O O 1231.50 C.G. 4" DIA. O O O 1231.00 C. G. 4" DIA. o O O 0-0 1230.50 C.G. 4 DIA. O O O 1230.00 C.G. 4" DIA. O O 0--1229.50 C.G. 0 0 4" DIA. O O 0--1229.00 C. G. 4" DIA. 0 0 o o o o ----t1225.50 C.G. 1.55" DIA. 0 0 1 ORIFICE PLATE PERFORATION PATTERN N.T.S. BASIN "D" DETAIL A 0 20 4C 1"=40' VARIES 15' -20' CONSTRUCTION NOTES 2i ` 111 CONSTRUCT CHAIN LINK FENCE PER R.C.F.C. & W.C.D. STD. DWG. 140. M 801 11 CONSTRUCT EXTENDED DETENTION BASIN PER DETAIL 115 HEREON tix 11 CONSTRUCT EMERGENCY SPILL WAY FOR BASIN PER DETAIL -113 ON SHEET 2 6CONC. WITH 14 0 1s" O.C, BOTH Wars 12 CONSTRUCT 6 CONCRETE ACCESS ROAD WITH #4 0 18 O.C, BOTH WAYS, SEE DETAIL -123 HEREON ACCESS ROAD DETAIL 123 N.T.S. BENCHMARK: TRACT 32627 M2 IP 'N5.' SEAL -ENGINEER HLINSAKER & ASSOCIATES FD. STANDARD U.S.G.S, BRASS DISK SET IN THE TOP OF A CONCRETE COUNTY OF RIVERSIDE E55tpy\il IRVINE, INCING ONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD �rQ�pf rti0 NOLF 9! ``t ST9y fi+ t` INLAND EMPIRE REGION FROM THE MISSION SAN ANTONIO DE PALA, AT PAIR, 6.1 MILES SOUTH Of TEMEGULA, AT THE SAN DIEGO -RIVERSIDE COUNTY LINE, IN NON' -CFD STORM ®RAIN PLANS 2900 ADAMS STREET, SUITE A-15 SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' l ev " NO. 58020 rn RIVERSIDE CA 92504 (951)352-7200 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OFA p�� QIE"1S�N � � E D�A�LS FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET c t v PREPARED BY: R.C.E. NO. 58 20 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING UP ABOUT 6 INCHES. ¢�`�.� ��\���o 0 �� �i NGW DATUM FOR. W.©.: COUNTY APPR. DATE BY DATE REVISIONS ELEVATION BASED UPON THE 29 ELEv LS TERRACING, LLC 2595-2A FILE NO COUNTY PAUL R. DDLESTON, JR. U.S.G& BM. NO. W897 ELEV. = 1255.36 I 2017 California Department of Transportation j A,II R hts ReservedI ROUT4: 4SF R F: SHEET _HF— _1 I _I i I i �sQcrrsg,. REGISf�li ((}} a.csr Vkc� ; .Tiny 2E , 2[11? 145 P h'4$ APPROVAL DATE x Mt- Si:91LOf CAS irCRWA CIR r zg 46i FI!JS SYAi.L tiur,`3£- 81"SfMSMc jc„ " C!_LEFt cal AXURACY OR 0$01 ,FAfSS v£' Scar '� ,�� I�REMfJI. CaEf3 EXPANSION JOIN- F , ~- 9aL1F� NO. 93 STAINLESS STEEL "VEE -WERE" TM ------� � UNLESS OTHER THICKNESS AND/OR vIaTFHIALI I(JOhrNSONSCREENSIORAPPROVEbEQUAL) TO ACCOMPANY PIANS; DATED (� 35-3/8° / IS SHOWN ELSEWHERE. � �90¢�`,IQ 1NELpSIJPppRTBARSTOFRAME TRASH RACK PER FABRICATOR INSTRUCTIONS FOR PLACEMENT =IN BRIDGE DECKS NOTES: jycJ`L'�S 0.090 , " .,. WALL -2%, Min f Min liiIUKNES5 I . k � � , a ` 0.139'° THICKNESS LESS TII � , USE /z Min � C f; � SEE JOINT SEA DETAILS. FOR I/ f Hales w°I' t? perm l4ed ,n the dater Vz" $ pl,� GP1. 2^x114"STAINLESS STEEL BAR THE WALL THICKNESS. I / aEAl BETVvEE.! c °=e rings, etc. i FELLER AND �N --P T;r'p the 'vet) for w � , 18"CLR. OPEN. _. p web f0 zea re r f'Qrc E r g bars ? 2 1 l - T' �, yv —�- v t moxi€Tkurk inter vols to support The 6„ RECTANGULAR FRAME _nuwru �, NiATEt�(CF � saterstap i n nr ta;.e•' pos i-' n ~*u,' ng 0' ( PER CALTRANS D77A � FIflW ' SUPPORT BARS WATI_RSTOP �f ,--u"r(,,r G6i1Gr-@%P '.fiiG2llE'V'6-E, r11 �rr4t3`tVP a'�.:Bti€§ I�III�k? �... ' i TE 0.074"X0.5^, 1^O.C. #3 [BAR � Ft=i��„ 1 may be sr balittec for approva4 If #3 DAR CHAMFER the Engineer DETAIL A PERFORATED SECTION N.T.S. D I N.T.S. STEEL PLATE BONDING sTRlR �` 2. Water -stop t0 ncdJe 5 or more pa�rs � WELL SCREEN TRASH RACK DETAIL +�C3NT FACE OF VOA' L o` raised E=EGs to provide 0.1 square SECTION 1 JOHNSON SCREENS, ST. PAUL, MN USA 1-800-833-9473 II!C:V FTi�rli Ef}°.b Fri t`!�j F`C}3S—Se:t'.�;g l N.T.S. — BRIDL3E DETAIL 3- area on each f;al` of the week = sly. "•k , 22WATE° { 22" RSTO —�jI A ON J N T t'�1 i 499 z TRASH RACK (See Detail Y) ° ° 0 ° o 0 STEEL FRAME 113, A36 Steer) O ff— O O O O D 5/8" ANCHOR BOLT @ 12"O.C. WELDED To WEB O O ° O O O O Z I DETAIL B O O O 0 0 0 N.T.S. - O O PER PUN O O O O OUTSIDE FRAME W u. ,'► ! ° 0 0 0 CO ° ° DIMENSION -4" i? A O O O FBF 0 0 0 N (�U 0— CUT OR BUTT EVERY JOINT MAY BE ORhAEC WC T U I $f`412°' O.0 0 0 M ifA,c� T ®1/ O O OTHER FRONT TACE j " HARDBOARD AND CU, (SACK — QO O ° ICS' Ck,` WALL.. HORIZONTAL BAR TG THE RCtOT GI '!HE f HAMFE 299 � 0 99 0 0 ° 1 " ° AT BRIDGE DETAIL 3-2 � � �" �`""' I e CLR 1'-4 ON THE Ex t S.._« FACE= -- 6 BRIDGE DETAIL 9 95`-O" Max • _..-.._� e jf , �r^ }j �" � Trash Rack � C -= T (O PER PLA f G. { - • T4s' C I I Avl, i BRIDGE DETAIL 3-1 .,., BRIDGE DETAIL 3-- wy �EXAMPLE PERFORATION PATTERNS ONLY BRIDGE DETAIL 3-�— _ ____ Perforated 'AllSteel SEE SHEET 8 FOR SPECIFIC PERFORATION PATTEFiPVS) 1/2" Drain WELL SREEN TRASH RACK I'®D" zq as sEE CETt�Ii-- E 311111 Orifice Plate - Hole on A_ TOP OF COT -NG i� 14 STAINLESS STEEL ORIFICE PLATE DETAIL "Y" laln Max BRIDGE LiE7A1L 3-4 CTIiJ DETAiL A -- _ _ 1. HOT DIP GALVANIZED AND ASPHALT COATED N.T.S. I RAGE DETAIL 3-3 FRIDGE DETAIL 3-2 1 9" Outlet 2. ORIFICE HOLES TO HAVE A MAXIMUM e - - DIAMETER OF 4" WEAK N D PLANES Pepe W E PA SON �0 T" B — — REINFORCEMENT SCHEDULE AND WEAKENED PLANES ® A&B G OVERFLOW TRASH RACK 6" Dia. Shear Gate MAX V T WALL BARS BARS PER CALTRANS STD. 12" w/Control Rod PLAN D77A, TYPE 24-9 for Clean Out 6' 9" #4018" #4@18" NOTES: I SECTION Z BASIN E 10' 10" #4@12 #4@18" Structural Steel Channel A_ 4" 0 Drains a 25'-0" maximum center to center. For walls adjacent t0 s' c[e.•�aa l ics or curbs, provide 4'" plastic pipe under- the sidewalk ` N.T.S. — BASIN D 12' 10" #5@12" #4@18"' Farmed Into Concrete. Stainless Steel Salts to discnorge thru curb face. Exposed wall drains shall be locoted SeeSecdonZ 3' a above f finished grade. STATE ' F vG'_:FtDRty; DEPARTMENT OF TRANSPORTA T IC i 4 Ba if 6" square clur°inum 0r galvanized steel wire /q" mesh hardware cloth, minimum wr re d°s,ameler 0.025". Anchor firmly to backface. BRIDGE DETAILS � Emergency Spillway Trash Rack Overflow Outlet g Y P� Y C. Oirke cubic foot pervious backfill material in a nonwoven filter fabric, securely tied. w/Trash Rack et ) NO CAFE (See D- ail Y D. Pervious backf 1l i material continuous behind retaining wal 0� 001--nent. 100 -YR or Larger Flood Water Surface RSP BO -3 DATED JULY 21 2`011 SUPERSEDES STANDARD PLAN 130-3 — - � T H DATED OCTOBER 30, 20 `_� - PAGE 8277 OF THE STANDAR? PLANS BOOK DATED 201U. ` _ V ater Surface "A" Bar Varies 2, 0" REVISED STANDARD PLAN RSP 130-` ` 9 -- Orifice Plate, 1 FREEBOARD(min.) to 10'-0.' I DWatercdualfty (See Detail Y} 6" Dia. Shear Gate _ Orifice Plate 1/4" 4 w/Control Rad _ Steel Platte (See Permanent 1 �— for Clean Out = _ - _ Detail Y) CALTRANS STD. DWG. NO RSP BO -3 — BRIDGE DETAIL 3-4 Water Surface Trash Rack — — — — — _ V (See Detail Y) Outlet Pipe (18" min) "B^ Bar _ Steel Flange FrameI x __ 29��9 13, A36 Steel) PROFILE Underdrain for V/2 (min.) (See Section LLJe Micro -Pool °, 12" X) N.T.S. 1/2 Drain J Hole on Uj I Orifice Plate, d (See Detail Y) o Overflow Trash Rackzzlitor n V/3 € z _ ^C„ Ba UNDER RAKE® Micro -Pool Underdrain f; c7 _ " E "- ck�c — Z ELEVATION y ¢ a Trash Rack I -- v) ` d (See Detail Y) — — i!1 Outlet Pipe (18" min) �a a 0-L NOTE: ` m PLAN X DIMENSIONS AND < ELEVATIONS'CSEE SHEET 8 FOR z " BASINS D & E. 6 o Li! Q �� � WATER QUALITY OUTLET STRUCTURE DETAIL 121 iV) co N.T.S. Lo 0z z o <c �o BENCHMARK TRACT 32627 M2 IP NO. tl7©©91 SHEET Na. SEAL -ENGINEER _ E m I"IUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE o co 'I Yid NOTE:--�`ti�� - MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD COUNTY OF RIVERSIDE o -= ofrSsi ��\ IRVINE, ING 9 �e �' D WITHIN THESE PLANS QR �Mq �� FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES sa, WORK CONTAINE /�4 pplf �l INLAND EMPIRE REGION SOUTH OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY UNE, IN NON -CFD STORMDRAIN PLANS SHALL NOT COMMENCE UNTIL AN } � � © - ��a� Sl `F� l� 2900 ADAMS STREET, SUITE A-15 SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY UNE SIGN, 29.5' ENCROACHMENT PERMIT AND/ORA �� a zif RIVERSIDE CA 92504 (951)352-7200 WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE w v ( tiz" £,. GRADING P'ERMJT HAS BEEN ISSUED. -. NO. 58020 PLANNING/ENGINEERING/SURVEYING/GOV£RNM£NT RELATIONS CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OFA DETAIL o Q ,., I f FENCE LINE, 1.7 NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET 14 v Lil w The private engineer signing these plans is responsible for assuring the accuracy �Ils� C ��% PREPARED BY: HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST OF SHTS. i > U and acceptability of the design hereon. In the event of discrepancies arising after ,'L 9T V I� 4�'R.C.E. N0. 580 PROfECT1NG UP ABOUT 6 INCHES. r vote en ineer sholl be res onsible DATL \�F OAW.O. COUNTY Knew what sIIOiNe county approval or during construction, the pr' g p APPR ��- FOR: MARK BY DATE ELEVATION BASED UPON THE NGVD 29 DATUM LS TERRACINA, LLC 2595-2A FILE NO. •+►Milo z vOIL a�j ��j►EfOe yg�� for determining an acceptable solution or revising the plans for approval by — REVISIONS ��rv, <[ 1 1 COUNTY PAUL R. DDLESTON, JR. U.S.G.S. BM. N©. w8sy ELEV. = 1255.36 �x 1 *# NOTE: Is11, i ' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know what's 1*10w, county approval or during construction, the private engineer shall be responsible MARK BY Califfi bewe you dig. for determining an acceptable solution or revising the plans for approval by TE FSR REINFORCEMEN RT 6, . 8{ 9C TOE OF SLOPE TOP OF WALL 1 1 �r ha 12 #6 TOTAL 6 3r +F. "- `''0 isf COUNTY ROUTE ro 2-#6f1 #6 TOTAL 6 (} R;�Gi ;D CIVTL ENGINEER Max=H+611- TOP OF INLET UU_ T .ET �{ von- SECTION C -C SECTION [)-D October 30, 2015 � TOOrt 1C k� `A Exp it FILLER NEOPRENE STRIP, TyP � PLAINS APPROVAL DATE ki- OPTIONAL RC PIPE DETAILS nt� sr4r7 c, r1fl/l vi.� r rrs 6FrA)!Its 41 -- _ _ 4 T - e •r � � � G[yaE �. 8.1�.r1fa'ur�aaaenwrsrrr#:•s1ler�r.�./#!. ��liir::lrla dw arts w. ++..w�rrrP A®"rw A : • : a r !. > ,��. a1f.�.lw*,..--mww,Mc.ws`+�.. i Mw TT (211j] _ a f - . . w i# r..e:r.r. +•a"iMFi�±�l' 'mr4�eYr+fi`ar. 9 • r r f -. a,.,,wR, wWll►xi:liR'1ir` 'wb'M!"AiMr'.rle, _ • +Ir;l..! .• •. # � , .#i�rllr!'rrrW:r€r#' Vn.1;r..w.M+ • � �;..: t - , i.:- .Il,tai. 'c ...�a.err�r- .I�.a�l'.�I+e i , • , ; : "- gra. .�.#rlr��l�► ' R" .rras+ Rar►� " ., , - , _� `���� r «�� .ems • ups � $ � i : • ,_ � i i r # . i • i 6 ! 1 v �'rOryye�e,€°sMw'•r �.�I ��..L R if 4' 51 61 11 �' rI 10, 11' z r 14' 15' 16' 17' iii{ 99{ 216' - - W P1. 5 -7 A. _! 5 -2 w e tiANS o }:.. €1 8 -3 1€ � - A #€ � -2 J d i " 10 -2 t -. €i. 1L7 -6 A -1€ 11 -1 A -" 11 -6 " 1W 11 -11:12 d . 11 - -577--10 A 1Z -10 w {-#31 1 {-91e '-11" Q 2d-3" 2'-511 G 6 alr ' -111 '-M 1 3'-411 3'-611 t-8#1 3 ,P -) 1 Oil 3,'- pt-VH M �IIIIIIIII,,,,�,��,P,�IIlll�llf, B 4/-2Ra E 4f-1194 , 5{-6B t-7h 0 6_pA o 6t-6# ��lil' 7-dI c) -$1 7f -91i ${ -1 d 1'-2" 1 t -2a 1' -2k 1'-2' 1'-2a' [SolSIGN 1'-2'4 V 5 -. .3 1 A `6 { i-1Q"2_a'2f-O#1F A161-61-6i-70 D 1 SATTER 01-8" 01-84# L1i M oe-811 01-811 None ry of -bat ary{,'I-ipV1 V N IA--oo: CASE E041 f-011 a12 O11:011 1 f -Oil 1'-0" 1 A -Ota 1'-O.' 1'-0" 0 l'-O.. 1{-�y��" o 1 I -0#E 1 '4!/21€ 3#8*1 1 t-7.1 0 DETAIL OF QE 1 A -Sl 2" 1 t-94' 1 t- �ZZi€ 7 1 I-1.011 # c## BARS #4012 w #54e11 #569 #6459 #709 *708 W 767 00 a Lij ', #10410 10411 o REINFORCED CONCRETE WINGWALLS 1169 BBd" BARS Conic CY/LF I o z *6011 01,58 #609 0.635 MATC14 FILL SLOPE MATCH PARAPET FILL SLOPE i' W ALONG TOFI'-G" WALL <f 5'-0*' Max FOR 111/2.0 FILL SLO ES #961 Q 1.712 4#969 1,866 #909 2.043 #1069 '... 2.143. Reinf LB/LF 26 4- 41 50 591 70 E L Ln 99 >n x 179 181 190 211 267 w 3.66,2<6913.59,3.1113.56 3.9 1.33,6.13 1.59 6.5 ta36 5.97 1.49 6.37 1.64 6m > 1102 3.77 4.7 3.89 5,1 1 3x22,5.611,3.92,6.1814.03.6.4014.13,6.951 2.97.8.4 3.18.0.933.41,9.-3.70,9.4- 2,211 7.5 2.50 7.84 2a� 841 2.88 8.59 3i� $.6 v 4,28J,261 4.024, 3,4J 961 C 4.0,7.41Z .57 10.11 3.B'3 9.7 z a 75;� _ C) 0 c 0 U- ,o O �© i® Q V) C'o Gl ©LiJ > C.J O F- d < w: w Q In 1 *# NOTE: Is11, i ' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know what's 1*10w, county approval or during construction, the private engineer shall be responsible MARK BY Califfi bewe you dig. for determining an acceptable solution or revising the plans for approval by TE FSR REINFORCEMEN RT 6, . 8{ 9C TOE OF SLOPE TOP OF WALL 1 1 �r ha 12 #6 TOTAL 6 3r +F. "- `''0 isf COUNTY ROUTE ro 2-#6f1 #6 TOTAL 6 (} R;�Gi ;D CIVTL ENGINEER Max=H+611- TOP OF INLET UU_ T .ET �{ von- SECTION C -C SECTION [)-D October 30, 2015 � TOOrt 1C k� `A Exp it FILLER NEOPRENE STRIP, TyP � PLAINS APPROVAL DATE ki- OPTIONAL RC PIPE DETAILS nt� sr4r7 c, r1fl/l vi.� r rrs 6FrA)!Its 41 -- _ _ 4 T - e •r � � � G[yaE �. 8.1�.r1fa'ur�aaaenwrsrrr#:•s1ler�r.�./#!. ��liir::lrla dw arts w. ++..w�rrrP A®"rw A : • : a r !. > ,��. a1f.�.lw*,..--mww,Mc.ws`+�.. i Mw TT (211j] _ a f - . . w i# r..e:r.r. +•a"iMFi�±�l' 'mr4�eYr+fi`ar. 9 • r r f -. a,.,,wR, wWll►xi:liR'1ir` 'wb'M!"AiMr'.rle, _ • +Ir;l..! .• •. # � , .#i�rllr!'rrrW:r€r#' Vn.1;r..w.M+ • � �;..: t - , i.:- .Il,tai. 'c ...�a.err�r- .I�.a�l'.�I+e i , • , ; : "- gra. .�.#rlr��l�► ' R" .rras+ Rar►� " ., , - , _� `���� r «�� .ems • ups � $ � i : • ,_ � i i r # . i • i 6 ! 1 v �'rOryye�e,€°sMw'•r �.�I ��..L R if - #/H" 4' 51 61 7. 81 of 10, 11' 12' 13' 14' 15' 16' 17' iii{ 99{ 216' - - W P1. 5 -7 A. _! 5 -2 A €3 6 -it -A -£i 7 -1 tiANS A_. 7 -1C1 }:.. €1 8 -3 1€ � - A #€ � -2 A "76-772-" '� -7 i " 10 -2 t -. €i. 1L7 -6 A -1€ 11 -1 A -" 11 -6 " 1W 11 -11:12 d . 11 - -577--10 A 1Z -10 {-#31 1 {-91e '-11" 2'-gn 2d-3" 2'-511 2'-811 alr ' -111 '-M 1 3'-411 3'-611 t-8#1 3 ,P -) 1 Oil 3,'- pt-VH {-2" 4'-2" �IIIIIIIII,,,,�,��,P,�IIlll�llf, B 4/-2Ra 4r -7B 4f-1194 5{-28 5{-6B t-7h 5t- 6_pA 6j-4ia 6t-6# ��lil' 7-dI 7' -S"7 -$1 7f -91i ${ -1 i 8' 1'-2" 1 t -2a 1' -2k 1'-2' 1'-2a' [SolSIGN 1'-2'4 i 5 -. .3 1 A `6 { i-1Q"2_a'2f-O#1F A161-61-6i-70 D 1 SATTER 01-8" 01-84# Of -805 01-s" oe-811 01-811 None 01-814 of -bat ary{,'I-ipV1 V t_5 -u IA--oo: CASE E041 f-011 a12 O11:011 1 f -Oil 1'-0" 1 A -Ota 1'-O.' 1'-0" 1'-0" l'-O.. 1{-�y��" 1 R-(). ?,.€ 1 I -0#E 1 '4!/21€ 3#8*1 1 t-7.1 1�1 [ty DETAIL OF QE 1 A -Sl 2" 1 t-94' 1 t- �ZZi€ 7 1 I-1.011 # c## BARS #4012 #4010 #54e11 #569 #6459 #709 *708 *8W 767 1 #901€2 #101110 ', #10410 10411 #10 REINFORCED CONCRETE WINGWALLS 1169 BBd" BARS Conic CY/LF #5t912 0.459 #a4�1 O 0.522 *6011 01,58 #609 0.635 MATC14 FILL SLOPE MATCH PARAPET FILL SLOPE #6*9097#7191 0.995 #4 OF ALONG TOFI'-G" WALL -. 4kB> i (} 1,4483 5'-0*' Max FOR 111/2.0 FILL SLO ES #961 Q 1.712 4#969 1,866 #909 2.043 #1069 '... 2.143. Reinf LB/LF 26 UNLIMITED FOR - #/H" 4' 51 61 7. 81 of 10, 11' 12' 13' 14' 15' 16' 17' iii{ 99{ 216' - - W P1. 5 -7 A. _! 5 -2 A €3 6 -it -A -£i 7 -1 A......; 7 -6 A_. 7 -1C1 }:.. €1 8 -3 1€ � - A #€ � -2 A "76-772-" '� -7 i " 10 -2 t -. €i. 1L7 -6 A -1€ 11 -1 A -" 11 -6 " 1W 11 -11:12 d . 11 - -577--10 A 1Z -10 {-#31 1 {-91e '-11" 2'-gn 2d-3" 2'-511 2'-811 alr ' -111 '-M 1 3'-411 3'-611 t-8#1 3 ,P -) 1 Oil 3,'- pt-VH {-2" 4'-2" i ' 4R -4.4 B 4/-2Ra 4r -7B 4f-1194 5{-28 5{-6B t-7h 5t- 6_pA 6j-4ia 6t-6# 6'-141 7-dI 7' -S"7 -$1 7f -91i ${ -1 i 8' 1'-2" 1 t -2a 1' -2k 1'-2' 1'-2a' 1'-2" 1'-2'4 i 5 -. .3 1 A `6 { i-1Q"2_a'2f-O#1F A161-61-6i-70 D 1 SATTER 01-8" 01-84# Of -805 01-s" oe-811 01-811 None 01-814 of -bat ary{,'I-ipV1 V t_5 -u IA--oo: Y -M# E041 f-011 a12 O11:011 1 f -Oil 1'-0" 1 A -Ota 1'-O.' 1'-0" 1'-0" l'-O.. 1{-�y��" 1 R-(). ?,.€ 1 I -0#E 1 '4!/21€ 3#8*1 1 t-7.1 1{ -T!/" 1' -V' 1 A -Sl 2" 1 t-94' 1 t- �ZZi€ 7 1 I-1.011 # c## BARS #4012 #4010 #54e11 #569 #6459 #709 *708 *8W 767 1 #901€2 #101110 ', #10410 10411 #10 #1011111109 1169 BBd" BARS Conic CY/LF #5t912 0.459 #a4�1 O 0.522 *6011 01,58 #609 0.635 41:6 J 0.69 0.742 "08 0.797 #709 0.979 #6*9097#7191 0.995 1 1.247 #$1111.12 1 .368 -. 4kB> i (} 1,4483 : 10:.. 41 1 «611 #961 Q 1.712 4#969 1,866 #909 2.043 #1069 '... 2.143. Reinf LB/LF 26 32 41 50 591 70 $1 9+5 99 126 156 179 181 190 211 267 Cam t (Mf) #' (ft) 3.75 2.2 ** Case II (MO,W Ift) 1x16 5x THE Case tit (ksf): 11110 1.26 5. 3.66,2<6913.59,3.1113.56 3.9 1.33,6.13 1.59 6.5 ta36 5.97 1.49 6.37 1.64 6m 3.52 3.99 3.52 4.21 3.69 4.9 1.7'9 56,93 1.95 7'.48 2611 763 1102 3.77 4.7 3.89 5,1 1 3x22,5.611,3.92,6.1814.03.6.4014.13,6.951 2.97.8.4 3.18.0.933.41,9.-3.70,9.4- 2,211 7.5 2.50 7.84 2a� 841 2.88 8.59 3i� $.6 3,22 968 4,28J,261 4.024, 3,4J 961 9.39 7x5 4,2611,80 3, 9Y1 4.0,7.41Z .57 10.11 3.B'3 9.7 4885 910 9.01 9.96 i 11V2:1 FILL SLOPES, 0. L' OF WALL 1UNLIMITED FOR s.. _ • - :i _ .riw . f ars THAN 11/2.11 # s LATTER �"GIJTTER OR V ERTICAL- VERTICAL- .. a .. !.ter#!a __,a - 44 12 up BO -1 NEOPRENE STRIP e 0 12 r #� : i_� etae «� ii1 r` gExp o Bir Det 3-1 0 15'-O"t CENTERS a t.M•BARS—' r• r u ! a � i i iGROUND. , `"RL•t PLAN 80 -3. -----II< 1 F� t'14 • r a o r ii ;• rERED SECTION,2" CIr THEN MATCH I, [gggtt • r r a mr V r DyrjI! • r . . r g I A TOTAL .-�11 ,.ami- nB;I W l .H=4'THRU 12 WINGWALL PER CAL TRANS STD. PLAN D90 TYPE B (TO BE MAINTAINED BY CSA) WINGWALL PER CALTRANS \ STD. PLAN D90 TYPE A (TO BE MAINTAINED BY CSA) / REVISIONS 44 TOTAL 7 731 3feIf im D 0 € b F i� Kim lid Maw ��ii��i �Irr �� Iili�tifYMl - 1 � d • TYPES A, 8 AND CEED ELEVATI For footing step NO SCALE dimensions and reinforcement STRAIGHT WINGWALLS see "Footing Step" on Sfd Plan B3-5 CALTRANS STD. DWG. NO 190 EDGE OF WALUMAINTENANCE BOUNDARY /- WINGWALL PER CAL TRANS STD. PLAN D90 TYPE B TO BE MAINTAINED BY RCFC & WCD LINE "C" \LINE npn 1220.30 FL 1220.30 FL 36" DIA. 60" DIA, - OUTLET DETAIL AT LINE B & LINE C - N.T.S. APPR. I DATE COUNTY M h v /n J �. NO. 58020 m a x l)it`9TF I V i og��. // 2" WALL EXPANSION JOINT PER CAL TRANS STD. PLAN RSP BO -3 BRIDGE DETAIL 34, SEE SHEET 9 FOR DETAIL WINGWALL PER CAL TRANS STD. PLAN D90 TYPE A TO BE MAINTAINED BY RCFC & WCD BENCHMARK: HUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE IRVINE, INC MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES INLAND EMPIRE REGION SOUTH OF TEMECULA, AT THE SAN DIEGO -RIVERSIDE COUNTY LINE, IN 2900 ADAMS STREET, SUITE A-15 SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' RIVERSIDE CA 92504 (951)352-7200 WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET PREPARED BY: R.C.E. N0. 58 20 PROJECTING UP ABOUT 6 INCHES. HIGHER; THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST A ff P ELEVATION BASED UPON THE NGVD 29 DATUM PAUL R. MDDLESTON, JR. U.S.G.S. BM. NO. W897 ELEV. = 1255.36 CONSTRUCTION NOTES 8CONSTRUCT PIPE CULVEERT HEt40WALL PER CALTRANS STD. DWG. NO. D90 AND DETAIL HEREON x• v av 1 vr..v • .!x•., n ravY V ff VVV i arlcc# 11110 COUNTY OF RIVERSIDE 10 NON -CFD STORM DRAIN PLANS CALTRANS DETAILS OF 14 FOR: W.O.: COUNTY��� LS TERRACINA, LLC 2595-2A FILE N0. ty NOTE: 2U WORK CONTAINED WITHIN THESE PLANS llf SHALL NOT COMMENCE UNTIL AN Is 3'f ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know whars below. county approval or during construction, the private engineer shall be responsible Call8libekile YOU dig, for determining an acceptable solution or revising the plans for approval by IN Elev ..a.@ FL 7 �66" #4 11 12 2'-0" 0 I Const JOINT . ..... . ........... T11" #4 a 12 Max 0 1'-0" CUTOFF WALL EXTEND CULVERT INVERT SLAB,,/ Const J cc 11 SPACERS 2'-0" INTO APRON -" z #4 a 12 Max 0 *9 OINT-- #4 1 0" CUT(Q)FF WALL- #41 4#4 0 12 TYPICAL WITH STIFFENING BEAM TYPICAL WITHOUT STIFF jNLN 9_j9AIS PART LONGITUDAL SECTION TOP OF WALL 2-*6 WITHOUT STIFFENING BEAM TOE OF SLOPE---' ALTERNATIVE WARPED WINGWALL Use where additional protection to toe of embanKment is required, SLOPE APRON TO MATCH CHANNEL AND INVERT) 2-4#4 IF ALTERNATIVE BOTTOM IS USED ALTERNATIVE BOTTOM OF CUTOFF WALL .END ELEVATION "Al' , -- CULVERT WALL #4 "Q 112 #4 #4 SEE TABLE BELOW STIFFENING BEAM --FOR TRANSVERSE ReInf zA Const JOINT r FOR NUMBER AND SIZE OF IN WARPED WINGWALL, 7 0 1: � SEE TABLE BELOW. #4 6 12, LAP BARS SEE TABLE BELOW. N ;r x EXTEND AND HOOK INTO -SLOPE WITH WALL SPACERS P R VARIES I/ NIP- x CUTOFF WALL AND PARAPET. I Y, Cir \�,T, L - WARPED WINGWALL 0 if I Y2" C I r Z L LL O_ ro u- b SECTION B -B f #4 SPACERS 6 12 C" Ch #4 x 5'-0 DOWELS 0 12 Ctrs #4 0 12 *4- #4 0 12 1-4" FOR Max "H' S IQ' 2'-0" FOR Max "W" > 10' SECTION C -C 15tj COUNTY I ROUTE REGISTERED CIVTL ENGINEER October 30, 2015 Ell "SLOPE" OF FILL OR C14ANNEL 3-#91-I #4 2 12, BACK FACE #4 __j a 12 FRONT FACE, BEND 2'-6" INTO WALL OR APRON 'CUTOFF WALL r"I 71 LLJ CD < Cf) 0 V) WALL DIMENSIONS AND REINFORCING < STIFFENING BEAM OWNSIONS, AND REINFORCING O < E 0 cD FACE FACE Re-inf Relnf < < o < o 0 LIj M ILI M A-1610 011im V) Wjda 0 WALL CL AT CULVERT wr LLI < o Z LLI O WN Ci `o N o,, V) LiJ > LTJ 0 < ry C) Q 0 CP!.!z 0 4)2 C io < U9 WC) > 0 LLj a_ < t-4 < NOTE: 2U WORK CONTAINED WITHIN THESE PLANS llf SHALL NOT COMMENCE UNTIL AN Is 3'f ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know whars below. county approval or during construction, the private engineer shall be responsible Call8libekile YOU dig, for determining an acceptable solution or revising the plans for approval by IN Elev ..a.@ FL 7 �66" #4 11 12 2'-0" 0 I Const JOINT . ..... . ........... T11" #4 a 12 Max 0 1'-0" CUTOFF WALL EXTEND CULVERT INVERT SLAB,,/ Const J cc 11 SPACERS 2'-0" INTO APRON -" z #4 a 12 Max 0 *9 OINT-- #4 1 0" CUT(Q)FF WALL- #41 4#4 0 12 TYPICAL WITH STIFFENING BEAM TYPICAL WITHOUT STIFF jNLN 9_j9AIS PART LONGITUDAL SECTION TOP OF WALL 2-*6 WITHOUT STIFFENING BEAM TOE OF SLOPE---' ALTERNATIVE WARPED WINGWALL Use where additional protection to toe of embanKment is required, SLOPE APRON TO MATCH CHANNEL AND INVERT) 2-4#4 IF ALTERNATIVE BOTTOM IS USED ALTERNATIVE BOTTOM OF CUTOFF WALL .END ELEVATION "Al' , -- CULVERT WALL #4 "Q 112 #4 #4 SEE TABLE BELOW STIFFENING BEAM --FOR TRANSVERSE ReInf zA Const JOINT r FOR NUMBER AND SIZE OF IN WARPED WINGWALL, 7 0 1: � SEE TABLE BELOW. #4 6 12, LAP BARS SEE TABLE BELOW. N ;r x EXTEND AND HOOK INTO -SLOPE WITH WALL SPACERS P R VARIES I/ NIP- x CUTOFF WALL AND PARAPET. I Y, Cir \�,T, L - WARPED WINGWALL 0 if I Y2" C I r Z L LL O_ ro u- b SECTION B -B f #4 SPACERS 6 12 C" Ch #4 x 5'-0 DOWELS 0 12 Ctrs #4 0 12 *4- #4 0 12 1-4" FOR Max "H' S IQ' 2'-0" FOR Max "W" > 10' SECTION C -C 15tj COUNTY I ROUTE REGISTERED CIVTL ENGINEER October 30, 2015 Ell "SLOPE" OF FILL OR C14ANNEL 3-#91-I #4 2 12, BACK FACE #4 __j a 12 FRONT FACE, BEND 2'-6" INTO WALL OR APRON 'CUTOFF WALL NO-TESOF Wal Is designed for 2'-0" surcharge; earth density = 120 pcf; equivalent fluid pressure = 36 pcf. Vary I'D" of warped wall uniformly from that at cutoff wall to that at culvert, for maximum "H" Where abrasion is anticipated increase apron thicKness to 7" minimum to provide 2" minimum reinforcement coverage. Dimensions "L", "W", "H", "M", "N", E levotion "a", " Angle of flare", and end "Slope" (as appi icable) are shown on the plans. CALTRANS STD. M.G. NO D006A Ini woj=�X#Ial STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION BOX CULVERT WARPED WINGWALLS NO SCALE CONSTRUCTION NOTES 11 CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CAL TRANS STD DWG NO D86A AND DETAIL HEREON HUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE IRVINE, INC MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD \4.JDDDt INLAND EMPIRE REGION ­'04�1 FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES SOUTH OF TEMECULA, AT THE SAN DIEGO RIVERSIDE COUNTY LINE, IN till 2900 ADAMS STREET, SUITE A-15 SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' RIVERSIDE CA 92504 (951)352-7200 WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE NO0 , 5 588020 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS CENTERUNIE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET Ci V PREPARED BY: R.C.E. No, 58020 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST ARK BY DATE APPR.. DATE OF CA,'� PROJECTING UP ABOUT 6 INCHES. k, REVISIONS Y.- ELEVATION BASED UPON THE NGVD 29 DATUM COUNTY PAUL R. JOUDDLESTON, JR. U.S.G.S, BM. NO. W897 ELEV. = 1255.36 A COUNTY OF RIVERSIDE NON -CFD STORM DRAIN PLANS CALTRANS DETAILS FOR: W.O.: COUNTY LS TERRACINA, LLC 2595-2A FILE NO. SHEET NO. 11 OF 14 SHTS. WARPED WINOWALLS, WALL DIMENSIONS AND REINFORCING STIFFENING BEAM OWNSIONS, AND REINFORCING FRONT REAR FACE FACE Re-inf Relnf M ILI M A-1610 011im Wjda AT CUTOFF WALL AT CULVERT NO-TESOF Wal Is designed for 2'-0" surcharge; earth density = 120 pcf; equivalent fluid pressure = 36 pcf. Vary I'D" of warped wall uniformly from that at cutoff wall to that at culvert, for maximum "H" Where abrasion is anticipated increase apron thicKness to 7" minimum to provide 2" minimum reinforcement coverage. Dimensions "L", "W", "H", "M", "N", E levotion "a", " Angle of flare", and end "Slope" (as appi icable) are shown on the plans. CALTRANS STD. M.G. NO D006A Ini woj=�X#Ial STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION BOX CULVERT WARPED WINGWALLS NO SCALE CONSTRUCTION NOTES 11 CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CAL TRANS STD DWG NO D86A AND DETAIL HEREON HUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE IRVINE, INC MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD \4.JDDDt INLAND EMPIRE REGION ­'04�1 FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES SOUTH OF TEMECULA, AT THE SAN DIEGO RIVERSIDE COUNTY LINE, IN till 2900 ADAMS STREET, SUITE A-15 SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' RIVERSIDE CA 92504 (951)352-7200 WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE NO0 , 5 588020 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS CENTERUNIE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET Ci V PREPARED BY: R.C.E. No, 58020 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST ARK BY DATE APPR.. DATE OF CA,'� PROJECTING UP ABOUT 6 INCHES. k, REVISIONS Y.- ELEVATION BASED UPON THE NGVD 29 DATUM COUNTY PAUL R. JOUDDLESTON, JR. U.S.G.S, BM. NO. W897 ELEV. = 1255.36 A COUNTY OF RIVERSIDE NON -CFD STORM DRAIN PLANS CALTRANS DETAILS FOR: W.O.: COUNTY LS TERRACINA, LLC 2595-2A FILE NO. SHEET NO. 11 OF 14 SHTS. .............. NOTE: ��g WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A L GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know whars below. county approval or during construction, the private engineer shall be responsible MARK BY DATE Safi 811IIII&I(e you dig. for determining an acceptable solution or revising the plans for approval by Rio. Lli :7 4' LLJ ,§PACINE LJJ 5' < SECTION SPANS 4 THRU CD 61 o < 0 F= V) cr_ -4 < Of kA < SEE NOTE 6-' 0 ILLJ cr_ #4 (A 12 Max - 81 7- ALTERNATIVE L 2' 3' 1 0 0 Eo fy 4' Li .............. NOTE: ��g WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A L GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know whars below. county approval or during construction, the private engineer shall be responsible MARK BY DATE Safi 811IIII&I(e you dig. for determining an acceptable solution or revising the plans for approval by Rio. SPAN, S 4' LLJ ,§PACINE LJJ 5' < SECTION SPANS 4 THRU CD 61 INVERT SIMILAR ar) Ld e" BARS, SEE < SEE NOTE 6-' 1 #4 (A 12 Max - 81 7- ALTERNATIVE E 2' 3' 1 4' Eo fy 4' 51 3' 1 LJ 5' 6' 3' 0 51 �07 C, 4' Vit Z < 6' 7" 81 MAXIMUM EARTH COVER 10, - 20' ry 20' 10' 20' (D 20' :D 20' 10' V) C) 1 0o 6 (-) 20' 0 UJ 10' 20' 0 20' 10' 20' 10' o 10' 120' 110' 0 M 10' 20' 10' 20' 10' 20' 10' 201 10' 20' ROOF Tl 7" 71/z" < 7y2" 7- 7yz" C!, Z) I C:) V' LL] C) Z :2 9" > CwJ 101/i' C-) IOY2� 7't I 01/il WLLC.) 10 Yz t 1 7 1/2 4 c z 7 1/2 * 111/2' 11 < Lq 7 YZ 111/2 11 n .............. NOTE: ��g WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A L GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know whars below. county approval or during construction, the private engineer shall be responsible MARK BY DATE Safi 811IIII&I(e you dig. for determining an acceptable solution or revising the plans for approval by Rio. T2 * See Note 5 See Note 9 SPACING IX XI+ 2PACING BARS .4 --_ I l . "g"` BARS ,of 1. EARS_ -Const Jt (OPTIONAL) II \ #4 0 12 MOX -- a" SPAN, S 4' 94 ,§PACINE 6 5' ROOF SECTION SPANS 4 THRU 8' 0 61 INVERT SIMILAR 7' e" BARS, SEE NOTE 5 SEE NOTE 6-' 1 #4 (A 12 Max - 81 ALTERNATIVE HEIGHT, N 2' 3' 1 4' 2' 3' 4' 51 3' 1 4' 5' 6' 3' 4' 51 6' 1 7' 1 4' Vit Z 51 6' 7" 81 MAXIMUM EARTH COVER 10, - 20' 10' 20' 10' 20' 1Q' 20' 10' 20' 10' 20' 10' 12D' 1 0o 20' 110' 20' 1 00 20' 10' 20' 10' 20' 10' 20' 10' 20' 10' 120' 110' 20' 10' 20' 10' 20' 10' 20' 10' 201 10' 20' ROOF Tl 7" 71/z" 71' 7y2" 7- 7yz" 7u 9" 7" V' 7" T 71, 9" 7" 101/i' 7" IOY2� 7't I 01/il 7" 10 Yz t 1 7 1/2 4 c I 11/z" 7 1/2 * 111/2' 71/2"+ 11 YZ 11 7 YZ 111/2 11 - B4' I 1i/t@ 8Y2" Ir 8Y2" A 13- 81/2" - 13" 81/2" ITo 8Y2'1_13ll 0 - -------- ----------- WALLS T2 6" 61/2" 6Y2" 7" 7" 8" 6" 61/2" 61/2" Ti/z' - _2'll 8-.- - ----- 8 - 9Yz" 61/2" 71/2" 7" BY2" 7!/2" 1 V' OV2� 11 61/2" 71/il 7Yz' 8!' 7Y2" 9V2" 8W I I'l 91/j- 13- fiY2" 8!l 2" Tis W2O' I 1/s 91/j, IS, 11 15' INVERT T3 7" 71/2" 7" 7Y2" 712'" 7%2" 9"' 71/2" 8" 9'� 81, �91' 81/21, 102' 81 A 1 OY2 8 Y2 1 OV2 OVi- 01/t" 91/2" 12" 9YZ' I Vo 9Y,7" 12" 9Y2" I e 91/il 12" 10/2$13Y?l 0,/ 01/2"131/j101/211 3Y2' 101/2': 1 3Y2' 101/2' 1312' SPACING 12" 12" 12" 12" 12" 12" W/2112" t1Y 12" -1 Y2' 124 111/2" le 11 Yz' 12" 11 V2'1 12" lIV2' IV' 11/2 12" 11" 1 01,12' 11" I OY2'-' 11 " I 0Y2" 11 "k Ilo 101/2" 11" 10/2' V' IV' _ 9" 10" 9" IV' V' 10„ V' N 10 4- 941 SIZE BAR #4 #7 #4 #7 #4 #7 #4 #7 #4 #7 *4 $7 #4 #7 #6 #7 #61 #7 #6 *7 #6 #7 *66 #7 #6 *7 *6 #T #66 T - #6 #7 7 *7 #7 #7 #7 #7 #7 #7 #7 *7 C • rq " - , SIZE BAR #5 *5 #5 #5 #5 #5 #5 #5 #5 #5 #5 #6 #5 #5 #5 #5 #5 1 *5 #5 #6 #5 #6 #6 #5 #6 *6 #6 #6 #6 #6 #6 #6 1 15 #5 #5 #6 *5 #6 #5 1 #6 #5 #6 W . ......G SIZE BAR #6 #4 #6 _ f4 *6 #4 #6 #4 #6 #4 #6 #4 4 - 4 �#4 #7 *7 1 #4 #7 #4 #7 #4 #6 #4 #6 #4 *6 #4 #6 # 4 #6 #4 1 #6 1 #4 #6 #4 #6 #4 #6 #4 #6 *4 lie"" SIZE BAR #4 #4 #4 1 #5 #5 # 6 #4 #4 #4 , #5 #5 *6 45 #7 #7 #4 4 #5 4 #6 *6 46 #7 #4 #5 #5 #6 #6 #6 #6 #7 #6 #7 #5 1 #6 #5 *6 #6 #6 1 #6 #7 #6 *7 _T _U7 w CONCRETE CF/LF 14.1 15.1 15.9 17.1 17.9 19.6 16.9 20.5 18.8 22.9 21.7 L[!l 25.124.0 28.5 22.3 29.3 24.3 56 29" 39.5 26.9 36.129.3 38.3 31.141.9 34.0 46.0 39.0 51.3 34.2 46.7 36�9 50.4 39.9 55.2 43.2 59.9 47.7 66.0 n REINFORCEMENT LB/LF 109 109 115 122 130 141 133 130 139 145 156 64' 163 192 218 L1,20 239 L2 2 3 ; 243 237 209 254'232 275 262 287 798 299 317 3-34 28 7 345 301 376 317 390 359 406 378 �25�O _4_._1 SOIL PRESSURE Z.Z �4.12.2 41 _372 -4-.f j_A_ 4r2 3.1 1. a1K. 1 TIF 4.� 3.1 4J2 3.1 =.23.0 =.04.2 L3.0 4.2 2.0J 4.213.1 4.3 2.9 4.2 Z.9 4x2 3.0 4.3 3.0 4.5 SPAN, S 10 - --------- _ I HEIGHT, 1`# --- 5, 6, 7 I o $ o g 10, 6' 7 8, o g 10' 1 11' 12' 7; 89 91 1 10' 1 2 1- 13, 14' MAXIMUM EARTH COVER 10' 20' 10' 20' 10' 20' 110' 2 120' 10' 20' 10' ZO' 101 0 20' 10' 120' 10' 20' 10' 20" 10' 20' 10' 20' 10' 20' 10' 20' 10' 120' 10' 20' 110' 120'. 10" 20 10` 20' 10' 20' 10' 20' ROOF T1 10!/2" 1 5y2` 1 oyz" 1 5V2'I 01/2" 5 51/2 1 0/2"o 0! 51 1 01/2 1 5V2" I OV?"l 51/z' 1;72 IV' 11 Yz' I B" I I Y2 is" 111/21 is" I I y?" I W, I I yz*, 181, 111/2, is" 13" 2OY2' 13" W1/2" 13'17 !0Vj' I T' ?OY2' 13" 20Y2' 13" 01/2' 13" ?QV2' 13" 201/21 0 WALLS T2 2 8 Y2 " W/2" $Y2" ot DY2" 9" 112" t0" l3y2` Ill' 15" 8'2 BYZ" 9Vj' 81/2" 1OV2' 9" 12" 10" 131/2-, 11 - IV, 12y2l I fiV2,113y2f1l BY2' 9" 11 12" 1 Y' 3y2lI llly� 1 yz� I So' 15 21/2' to 17" 31/2181/ 1 21 2 IV' 20" 16y2` 22" INVERT T3 16. OY2.' Ifil. POW` 16" 01/21 IV' t 01/2" 16"POVz' 16" 12" 19" 12" 19" 12" 19" 12" 19". 12" 19" 12" 1 9P 12" 19" 131/2" Zi I/j'l 31/iVI 3_!Lz ':.I yi 131/2" 211/21131/i; N I/iT 31/2'0 11/2' 13y2` 21 Y2' _31W n�: SPACING ill' 71/2n 01/2' 71/2" 10" 814 10" 8" OY2' fill 1 OW OW 9" 9 W' 9" 8" V' 7!/," Or 71/z" 8Y2" 7Yz" IY2" s. 81/2" Ill 81/2 . 814 8 21, a, 8 20 8 2 2.x1/2#e 8 9 8 "998 'gAi g" SIZE BAR #7 #7 #7 *7 #7 #7 #7 #7 #7 #7 #7 #7 #7 7_ #7 .. #7 .. .........._ #7 _11111111._ #7 #7 *7 #7 #T #7 *7 #7 #7 #7 *8 #0 #8 #8 #8 #8 #8 *8 #8 #8 #8 #8 #8 #8 #8 ;97 $0 #7 #8 #7 #B.. 8 #7 #8 47 #8 #7 #8 97 #8 97 #8 "f SIZE BAR 1111.. #7 #6 #s7_...... 7 *6 #7 #6 #7 #6 #7 #6 #7 #6 #7 #7 #8 #7 #7 #7 #7 *7 #7 #7 #7 #8 #7 SIZE BAR #4 #4 #4 #4 #4 #4 #4 #4 #4 *4 #4 #5 #4 #4 #4 #4 #4 *4 #4 #4 #4 #4 #4 114 #4 #4 #4 #4 #5 #4 #4 #4 #4 #4 #4 #4 #4 #4 #4 #4 #4 94 *4 ----- -- ---- SIZE BAR #5 #4 #6 #5 #5 #6 #5 #6 #6 #6 #6 $5 46 #5 #6 #6 #6 - #6 #6 --- ------- #6 #6 #5 #6 #6 #6 #5 #6 #6 #66 #5 #6 #6 #6 #6 #6 #6 #7 #7 #7 #7 97 "b" Dim "B" ft -inch -2-0 -2-9 '2-3 2-9 2-7 3-1 2-7 3-1 2-7 3-1 2-7 3-1 3-0 3-2 3-6 3-2 3-6 3-4 3-9 3-4 3-9 3-4 3-9 3-4 2-7 2-7 3-3 3-3 4-0 4-0 4-0 4-0 4-7 4-4 4-7 4-11 5-3 4-11 5-3 4-11 _0 4-11 4-0 4-11 4-0 4-11 4-0 4-1 4-0 4-11 4-0 4-11 4-1 3-2 4-1 3-4 4-1 3-4 4-1 3-7 3-9 3-7 7 3-9 5-7 5-7 3-7 3-7 1 3-7 5-0 3-9 5-0 4-6 5-0 5-0 5 -0 5-0 4- 9 - 5 6 4-9 6-2 5-2 6- 2 5 -2 6-2 SIZE BAR #5 #6 #6 #6 #6 #6 #6 #6- #7 #6 #7 #6 $6 #6 #6 #6 #6 #6- 46 #6 #6 #6 #7 #7 #6 *6 #6 #7 #7 #7 #7 *T #7 #7 #7 #7 #7 #7 *8 Dim "C" ft -inch 3-1 2-9 3-9 3-3,4-6 4-3,5-6,4-6 6-0,4-1) 6-0 4-9 3-10 3-7 4-6 4-4 5-7 5-0 6-6 5-2 7-2 5_ 5-4 7-5 5-7 T-5 5-7 4-3 3-11 5-6 5-2 7-9 5-8 8-6 6-5 1$- 10 6-6 9-0.6-10 9-3 6-10 9-3 6-1 SIZE BAR #4 #4 #4 #4 #4 #4 1#4 #4 #4 1 #4 #5 *5 #4 #4 #4 #4 #4 $4 #4 #4 1 #4 #4 #-4-- #5 *6 #5 #5 #4 1 *4 1 14 #4 1 94 94 #4 #4 #4 #4 #5 #5 #6 #5 #6 #6 2 -CONCRiTE CF /LF 49. 168,4 51.1 71.9 53.2 �75.8 .1 i6 _ 80.8 601 _ 4 i6.1 64.4 92.5 663.6 q4. 4 V2.6 109 - 76.9 11 5 115 82.6 122 87.1 131 129 88.01 134 93.4 141 96 149 103 156 110 164 117 174 REINFORCEMENT LB/LF 393 520 427 542 473 �538 509 559 554 636 563 666 5841T11 69117211-715 745 700 764 767 $67 $04 090 734 878 785 919 842 1: 956 892 905 9161015 964 1120 960 11411095 1269 SOIL PRESSURE Il-sf' 2.8 14.8 12.8 79 2.9 14.9 2.9 4,9 2.9 4x9 2.9 5.0 2.8 4.8 2.$ 1 .4.9 .2.8 14.9 2.8 4.9 2.8 14.9 2.9 l 5.0, 2x9 5.0 2x8 4e$ 2x8 4.9 2e8 14-14 191-8 4.9 2.8 5.0 2.9 5.0 2.9 5.0. 2.9. 5.11 T2 * See Note 5 See Note 9 SPACING IX XI+ 2PACING BARS .4 --_ I l . "g"` BARS ,of 1. EARS_ -Const Jt (OPTIONAL) II \ #4 0 12 MOX -- a" 'SPAtINGI 94 ,§PACINE 6 ROOF SECTION SPANS 4 THRU 8' 0 INVERT SIMILAR e" BARS, SEE NOTE 5 SEE NOTE 6-' #4 (A 12 Max - ALTERNATIVE Const Jt Z! 0 Vit Z Const dt-- CL (n EXTERIOR WALL SECTION SPANS 4 1 THRU -8 OF REVISIONS T1 mom T3 S = 12' APPR. I DATE COUNTY 2" C I r Typ - BARS RCB ----,l :`a Min FILLET / / a, , C) BARS ___ _ _/ 44 0.25 5.I"-#4 "(11" BARS, OR _. 0.25 S, 4 0 12 Max #4 a 12 Max `-#4 - - - #4 a 12, FOR #5 Q (111 12 COVER OVER 10'-0" #4 0 12 Max - 2"" C 2"C tr ALTERNATIVE Typ Const Jt_ - "e" SEE Const Jt - NOTES 4 AND 5 INVERT EleV,\ #4 6 12 Max -- SLOPE 48:1 BARS\ 11 go' BARS J SPAN, S TYPICAL SECTION SPANS4' THRU 8' 2" C I r Typ #4 a 12 Max --, -'f BARS BARS 11c" BA 3 OR _17170. BARS Min FILLET 0.25 5 #4 "d" BARS, E]R� #4 (4 12 Max #4 Q 12, FOR COVER OVER 110'-0" *4 to 12 Max 2" CIr Typ Ci ALTERNATIVE Const it #4 #3# 12 Max 'Const Jt ey a" BARS INVERT Eley - SLOPE 480 3" 'of" V BARg" BARS S 4" SPAN, S TYPICAL SECTION -SPANS 10' THRU 14" CALTRANS STD. DWG. NO D81 C/L USE DIMENSIONS AS SPECIFIED FOR A 12'SPAN AN111 6' HEIGHT #N CALTOYNS STD. DWG. NO. 81 1. For boxes with -span or height less than any of those shown in table, tiae nextgreater size box concrete dimensions and reinforcement. Make necessary changes in bar lengths and quantities. 2. For boxes with span orneight.or pover reater than those shown in tables, 0 special esign is required. 3. Ouanf if ies are approximate and for design purposes only. 4. It is permissible to eliminate the 1800 hooks on every other "e" bar. 5. "e" burs are at half spacing. 6. Provide paving notch when top is exposed and when pavement is concrete, and adjust quantities. 7. For design and details not shown, see Standard Plan 082. S. This plan sheet may be used for multiple cell culverts by making necessary adjustments. 9r soil pressures shown are factored per AASHTO LRFD and include soil weight of fili over box, self weight of box and live load where applicable. ff4ff7E H BARS Conist Jt 4 - ',OPTIONAL) 0.25 S #4 C_ 12 Max M. #4 4 12 Max BARS SEE NOTE 5 ALTERNATIVE Const Jt -- Const Jt_ A . ...... . .. - __ # :1 N :T*'*'M44 11 ILTA J 91 CONSTRUCTION NOTES 12 CONSTRUCT TRIPLE 3.5'HX12.OWCAST-IN-PLACER.C. BOX CULVERT PER CAL TRANS STD. DING. NO. D81 AND DETAIL HEREON HUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE IRVINEMONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD INC , FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES INLAND EMPIRE REGIONSOUTH OF TEMECULA-RIVERSIDE COUNTY LINE, IN w 4y tic, Ij 2900 ADAMS STREET, SUITE A-15 , AT THE SAN DIEGO SAN DIEGO COUNTY, 14' SOUTH OF THE COUNTY LINE SIGN, 29.5' & RIVERSIDE CA 92504 (951)352-7200 WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE NO. 58020 PLANNING/ENGINEERING/SURVEING/GOWRNMENT RELAnONS CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET 1Cl V PREPARED BY R.C.E. No. 58020 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST �kl e - PROJECTING UP ABOUT 6 INCHES, GA0 ELEVATION BASED UPON THE NGVD 29 DATUM PAUL RAUDDLESTON, JR. U.S.G.S. BM. NO. W897 ELEV. = 1255.36 COUNTY OF RIVER -SIDE NON -CFD STORM DRAIN PLANS CALTIRANS DETAILS FOR: W. 0.: COUNTY LS TERRACING, LLC I 2595-2A FILE NO. T2 0 E 1211111111116 ti NOTE: �1 IFi`1 WORK CONTAINED WITHIN THESE PLANS iz SHALL NOT COMMENCE UNTIL AN E,> ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know wbarg bellow. county approval or during construction, the private engineer shall be responsible MARK BY Call 811 before You dig. for determining an acceptable solution or revising the plans for approval by 1/4" ¢ EYE BOLTS IN %" 0 DRILLED HOLES. PEEN ENDS OF BOLTS Typ 0 =t CL istl COUNTY I ROUTE 200'-O"t 1000 1 Max B qN"U.- -\ POST GAP TO BE A ---- 1/4" 0 BOLT -PEEN END 4 JAW END 2- I/'4 0 GABLE INTERMEDIATE DRIVEN FIT Typ Ri :i�,A_ViL' -= � - 0 TURNBUCKLE WITH CLAMPS PER END TURNBUCKLES PIPE NIPS i „ t 4V2" ADJUSTMENT Typ /.f` f ` /4td f�Galy� Tii1 t r CABLE October 3O- , 2015 � PIPE NPS 2 Std �� PLANS APPROVAL anrw caaeez _ 1 O /2 2 ir✓� xr�rr rpt- taerrr�arvr.� its o��rc��:� � �-��-9e � C1i+IL METAL CLAMP- 1 "'cuc411 � s 1 _ - %110 METAL HOLES a - _ -- i`2 coprl°s � "PIS aLav SlyrIer, cid 1 01 it t i i! ' I �� ae i -i Oi'2 /$„ TOP OF WALL ---PLACE NPS , 1012„ _ TRUSS RODS r � Std T TOE OFGUTTER SLOPE--, FLS. €0601111 0111lf I-- 4`-0u 10'_011 Max Typ END SPAN Typ INTERMEDIATE SPAN EXISTING WALL (WITHOUT GUTTER) Existing 1R F - , 1111111MM111111111 M m EXISTING. Cane GUTTER. REMOVE ANIS REPLACE SUFFICIENT LENGTH OF GUTTER TO ALLOW INSTALLATION OF RAILING POST. -,- e w a WASHER — " 0 HOLE CRIMPED STOP I/4 0 Goly CABLE SLEEVE CLAMP �// --PIPE NPS 2 Std POST 74'"= ALTERNATIVE DEAD END ANCHORAGE '! 1 GUTTER FL' f , i 1,0'-0" M��'. x 4,—fl„ Typ IWERMEI3IATE Typ END SPAN.._. SPAN RETAINING MALL (WITH GUTTER) RETAINING WALL (WITH GUTTER) Existing New construction ELEVATION SECTION C—C New construction EYE BOLT OR EYE END _-CRIMPED SLEEVE CLAMP OF TURNBUCKLE ,.-1%4" 0 Gamy GABLE MORTAR B,® 3 i #4 4 1 A6 2-#4 5" 4"k x 5" X 9" OR 5" 0 x 9" POST POCKET POST POQKET CALTRANS STD. HQIES a � k 1. Maximum distance between turnbuckles shall be 200'-O"±. m o F Cl) v LtJ rM ry Q and end posts. ry ti NOTE: �1 IFi`1 WORK CONTAINED WITHIN THESE PLANS iz SHALL NOT COMMENCE UNTIL AN E,> ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know wbarg bellow. county approval or during construction, the private engineer shall be responsible MARK BY Call 811 before You dig. for determining an acceptable solution or revising the plans for approval by 1/4" ¢ EYE BOLTS IN %" 0 DRILLED HOLES. PEEN ENDS OF BOLTS Typ 0 =t CL istl COUNTY I ROUTE 200'-O"t 1000 1 Max B qN"U.- -\ POST GAP TO BE A ---- 1/4" 0 BOLT -PEEN END 4 JAW END 2- I/'4 0 GABLE INTERMEDIATE DRIVEN FIT Typ Ri :i�,A_ViL' -= � - 0 TURNBUCKLE WITH CLAMPS PER END TURNBUCKLES PIPE NIPS i „ t 4V2" ADJUSTMENT Typ /.f` f ` /4td f�Galy� Tii1 t r CABLE October 3O- , 2015 � PIPE NPS 2 Std �� PLANS APPROVAL anrw caaeez _ 1 O /2 2 ir✓� xr�rr rpt- taerrr�arvr.� its o��rc��:� � �-��-9e � C1i+IL METAL CLAMP- 1 "'cuc411 � s 1 _ - %110 METAL HOLES a - _ -- i`2 coprl°s � "PIS aLav SlyrIer, cid 1 01 it t i i! ' I �� ae i -i Oi'2 /$„ TOP OF WALL ---PLACE NPS , 1012„ _ TRUSS RODS r � Std T TOE OFGUTTER SLOPE--, FLS. €0601111 0111lf I-- 4`-0u 10'_011 Max Typ END SPAN Typ INTERMEDIATE SPAN EXISTING WALL (WITHOUT GUTTER) Existing 1R F - , 1111111MM111111111 M m EXISTING. Cane GUTTER. REMOVE ANIS REPLACE SUFFICIENT LENGTH OF GUTTER TO ALLOW INSTALLATION OF RAILING POST. -,- e w a WASHER — " 0 HOLE CRIMPED STOP I/4 0 Goly CABLE SLEEVE CLAMP �// --PIPE NPS 2 Std POST 74'"= ALTERNATIVE DEAD END ANCHORAGE '! 1 GUTTER FL' f , i 1,0'-0" M��'. x 4,—fl„ Typ IWERMEI3IATE Typ END SPAN.._. SPAN RETAINING MALL (WITH GUTTER) RETAINING WALL (WITH GUTTER) Existing New construction ELEVATION SECTION C—C New construction EYE BOLT OR EYE END _-CRIMPED SLEEVE CLAMP OF TURNBUCKLE ,.-1%4" 0 Gamy GABLE MORTAR B,® 3 i #4 4 1 A6 2-#4 5" 4"k x 5" X 9" OR 5" 0 x 9" POST POCKET POST POQKET CALTRANS STD. HQIES C) } 1. Maximum distance between turnbuckles shall be 200'-O"±. m Lv Intermediate turnbuckles. to be placed in adjacent spans. Cl) v LtJ rM ry Q and end posts. ry 4. o o 5. Alignment of holes In pasts may vary to conform to slope of z o z n The Contractor shall verify all dependent dimensions in the field W before ordering or fabricating any material. z <L o Line pets shall be braced horizontally and trussed diagonally ,h in both directions at intervals not to exceed 1000'. 9*4 B. H 9. Typical end spans, braced in berth directions, shall be constructed o v C, at changes in Iine where the angle of deflection is 15° or more. ti NOTE: �1 IFi`1 WORK CONTAINED WITHIN THESE PLANS iz SHALL NOT COMMENCE UNTIL AN E,> ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know wbarg bellow. county approval or during construction, the private engineer shall be responsible MARK BY Call 811 before You dig. for determining an acceptable solution or revising the plans for approval by 1/4" ¢ EYE BOLTS IN %" 0 DRILLED HOLES. PEEN ENDS OF BOLTS Typ 0 =t CL istl COUNTY I ROUTE 200'-O"t 1000 1 Max B qN"U.- -\ POST GAP TO BE A ---- 1/4" 0 BOLT -PEEN END 4 JAW END 2- I/'4 0 GABLE INTERMEDIATE DRIVEN FIT Typ Ri :i�,A_ViL' -= � - 0 TURNBUCKLE WITH CLAMPS PER END TURNBUCKLES PIPE NIPS i „ t 4V2" ADJUSTMENT Typ /.f` f ` /4td f�Galy� Tii1 t r CABLE October 3O- , 2015 � PIPE NPS 2 Std �� PLANS APPROVAL anrw caaeez _ 1 O /2 2 ir✓� xr�rr rpt- taerrr�arvr.� its o��rc��:� � �-��-9e � C1i+IL METAL CLAMP- 1 "'cuc411 � s 1 _ - %110 METAL HOLES a - _ -- i`2 coprl°s � "PIS aLav SlyrIer, cid 1 01 it t i i! ' I �� ae i -i Oi'2 /$„ TOP OF WALL ---PLACE NPS , 1012„ _ TRUSS RODS r � Std T TOE OFGUTTER SLOPE--, FLS. €0601111 0111lf I-- 4`-0u 10'_011 Max Typ END SPAN Typ INTERMEDIATE SPAN EXISTING WALL (WITHOUT GUTTER) Existing 1R F - , 1111111MM111111111 M m EXISTING. Cane GUTTER. REMOVE ANIS REPLACE SUFFICIENT LENGTH OF GUTTER TO ALLOW INSTALLATION OF RAILING POST. -,- e w a WASHER — " 0 HOLE CRIMPED STOP I/4 0 Goly CABLE SLEEVE CLAMP �// --PIPE NPS 2 Std POST 74'"= ALTERNATIVE DEAD END ANCHORAGE '! 1 GUTTER FL' f , i 1,0'-0" M��'. x 4,—fl„ Typ IWERMEI3IATE Typ END SPAN.._. SPAN RETAINING MALL (WITH GUTTER) RETAINING WALL (WITH GUTTER) Existing New construction ELEVATION SECTION C—C New construction EYE BOLT OR EYE END _-CRIMPED SLEEVE CLAMP OF TURNBUCKLE ,.-1%4" 0 Gamy GABLE MORTAR B,® 3 i #4 4 1 A6 2-#4 5" 4"k x 5" X 9" OR 5" 0 x 9" POST POCKET POST POQKET CALTRANS STD. HQIES W 1. Maximum distance between turnbuckles shall be 200'-O"±. Lv Intermediate turnbuckles. to be placed in adjacent spans. m v LtJ rM and end posts. 31110 4. Posts to be vertical. o 5. Alignment of holes In pasts may vary to conform to slope of z n The Contractor shall verify all dependent dimensions in the field W before ordering or fabricating any material. z <L 7. Line pets shall be braced horizontally and trussed diagonally ,h in both directions at intervals not to exceed 1000'. 9*4 B. H 9. Typical end spans, braced in berth directions, shall be constructed C, at changes in Iine where the angle of deflection is 15° or more. -, E :t rr O N LLJ �> W 0 C:) z o n, z o © o f o O .Cc Cl) �o Q U Q V l y 7 U C)0 H LJ ry U tY n- Q Z w w <[ d ti NOTE: �1 IFi`1 WORK CONTAINED WITHIN THESE PLANS iz SHALL NOT COMMENCE UNTIL AN E,> ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after Know wbarg bellow. county approval or during construction, the private engineer shall be responsible MARK BY Call 811 before You dig. for determining an acceptable solution or revising the plans for approval by 1/4" ¢ EYE BOLTS IN %" 0 DRILLED HOLES. PEEN ENDS OF BOLTS Typ 0 =t CL istl COUNTY I ROUTE 200'-O"t 1000 1 Max B qN"U.- -\ POST GAP TO BE A ---- 1/4" 0 BOLT -PEEN END 4 JAW END 2- I/'4 0 GABLE INTERMEDIATE DRIVEN FIT Typ Ri :i�,A_ViL' -= � - 0 TURNBUCKLE WITH CLAMPS PER END TURNBUCKLES PIPE NIPS i „ t 4V2" ADJUSTMENT Typ /.f` f ` /4td f�Galy� Tii1 t r CABLE October 3O- , 2015 � PIPE NPS 2 Std �� PLANS APPROVAL anrw caaeez _ 1 O /2 2 ir✓� xr�rr rpt- taerrr�arvr.� its o��rc��:� � �-��-9e � C1i+IL METAL CLAMP- 1 "'cuc411 � s 1 _ - %110 METAL HOLES a - _ -- i`2 coprl°s � "PIS aLav SlyrIer, cid 1 01 it t i i! ' I �� ae i -i Oi'2 /$„ TOP OF WALL ---PLACE NPS , 1012„ _ TRUSS RODS r � Std T TOE OFGUTTER SLOPE--, FLS. €0601111 0111lf I-- 4`-0u 10'_011 Max Typ END SPAN Typ INTERMEDIATE SPAN EXISTING WALL (WITHOUT GUTTER) Existing 1R F - , 1111111MM111111111 M m EXISTING. Cane GUTTER. REMOVE ANIS REPLACE SUFFICIENT LENGTH OF GUTTER TO ALLOW INSTALLATION OF RAILING POST. -,- e w a WASHER — " 0 HOLE CRIMPED STOP I/4 0 Goly CABLE SLEEVE CLAMP �// --PIPE NPS 2 Std POST 74'"= ALTERNATIVE DEAD END ANCHORAGE '! 1 GUTTER FL' f , i 1,0'-0" M��'. x 4,—fl„ Typ IWERMEI3IATE Typ END SPAN.._. SPAN RETAINING MALL (WITH GUTTER) RETAINING WALL (WITH GUTTER) Existing New construction ELEVATION SECTION C—C New construction EYE BOLT OR EYE END _-CRIMPED SLEEVE CLAMP OF TURNBUCKLE ,.-1%4" 0 Gamy GABLE MORTAR B,® 3 i #4 4 1 A6 2-#4 5" 4"k x 5" X 9" OR 5" 0 x 9" POST POCKET POST POQKET CALTRANS STD. HQIES 1. Maximum distance between turnbuckles shall be 200'-O"±. 2. Intermediate turnbuckles. to be placed in adjacent spans. • 3. cable shall not be spliced between intermediate turnbuckles; rM and end posts. 31110 4. Posts to be vertical. Z 5. Alignment of holes In pasts may vary to conform to slope of top of retaining Wall. 6. The Contractor shall verify all dependent dimensions in the field .i before ordering or fabricating any material. 1 7. Line pets shall be braced horizontally and trussed diagonally ,h in both directions at intervals not to exceed 1000'. 9*4 B. Post packets to be centered in top of wall, 9. Typical end spans, braced in berth directions, shall be constructed at changes in Iine where the angle of deflection is 15° or more. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CABLE RAILING NO SCALE CONSTRUCTION NOTES 70 INSTALL CABLE RAILING PER CAL TRANS STD. DWG, NO. RSP B19-47 AND DETAIL HEREON t HUNSAKER & ASSOCIATES FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE �r�Q�pFESS(pN�\\` IRVINE, INC MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD FROM THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES i�� FST Z ?> INLAND EMPIRE REGION FSOUTH OF T M' AT T �� �I, 2900 ADAMS STREET, SUITE A-15 SAN DIEGO COUNTY 14' SOUTH OF THE DIEGO—RIVERSIDE OCOUNTY IDE SIGN, LINE, IN RIVERSIDE CA 92504 (951)352-7200 WEST OF THE CENTERLINE OF THE ROAD, 17.5' SOUTH OF THE a N0. 58420 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2' WEST OF A FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET HIGHER THANAND SET PREPARED BY: R.C.E. NO. 58020 PROJEC11NO UPHABOUTD6 INCHES. IN THE TOP OF A CONCRETE POST TE APPR. DATE ���\�����^��-="� REVISIONS ELEVATION BASED UPON THE NGVD 29 DATUM COUNTY PAUL R. UDDLESTON, JR. U.S.G.S. BM. NO. W897 ELEV. = 1255.36 FTM COUNTY OF RIVERSIDE NON -CFD STORM DRAIN PLANS CALTRANS DETAILS FOR: W. 0.: COUNTY LS TERRACINA, LLC 2595-2A FILE N0. SHEET NO. 14 LS TERRACINA, LLC 355 E R - INCON ST., STE 300 CORONA, CA 92879 PHONE (951) 898-5512 FAX (951) 898-5580 SOILS ENGINEER:- GEOTEK 710 E. PARKRIDGE AVE, STE 105 CORONA, CA'92879-1097 PHONE: (951) 710-1160 LEGAL DESCRIPTION: IUWNSHIP 85, RANGE 2W SECTION 22. PARCEL 2 OF PARCEL MAP NO. 17822, AS SHOWN IN BOOK 102, PAGE 36 AND PARCELS 1, 2, & 3 OF PARCEL MAP NO. 18681, AS SHOWN IN BOOK 113, PAGE 78 AND PARCELS 1, 2, 3 & 4 OF PARCEL MAP 20855 AS SHOWN IN BOOK 132.PAGE 70 AND PARCEL 1 OF PARCEL MAP `17322 AS SHOWN IN BOOK 103 PAGE 18, ALL PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. TOPOGRAPHIC SURVEY SOURCE: WESTERN AERIAL SURVEYS 9262 MAGNOLIA AVENUE, SUITE E RIVERSIDE, CA 92.503 PHONE (951) 637-0190 DATE OF SURVEY: JUNE 2W4 C 1-4 f—QROFE-Ssl < (ZINO. 58020 > 0 o Kawwharsbekw. ck� 0 VA < cv� Of Call 811 behm you dis jv Lu Or CA E x --- SHEET 20 *4 LINE F-1, F-2 & F2a SHEET 15 1111111*4 u LINE E SHEET SHEET INDEX No STORM DRAIN TITLE SHEET ........................ ......... STORM DRAIN DETAIL SHEET & QUANTITIES- ......... .......... 2 STORM DRAIN WINGWALL AT EL CHIMISAL RCB DETAILS - - .................. 3 . 15 2G9-SLEEPYHOLLOWLN, STORM DRAIN LINE A .......... ............................... 4 WOOLPERTLN. STORM DRAIN LINE A- ........... ...................... 5 MONTE VERDE RD. STORM DRAIN LATERAL A-5 . ............... ......... ......... 6 EL CHIMISAL RD. -ANZ4 RD. STORM DRAIN LATERAL A-5 . .............................. 7 VIA PUEBLO STORM DRAIN LATERAL A-9 . ............ ....................... 8 STORM DRAIN LINE B• ........................... ....... 9 DEERHOLLOtIVRD AA04 STORM DRAIN LINE B & PROPOSED REVISIONS TO EXISTING 13' X 8' RCB. ........ 10 CITY OF TEMECULA STORM DRAIN LINE 8 ........................ ............. 1.1 PECHANGA PROJECT STORM DRAIN LINE 8 ............ .................... .....12 INDIANSTORM DRAIN LINE B ....... ....... .............. .......13 VICINITY : MAP RESERVATION SITE STORM DRAIN LINE 8 . ..................... ..................14 SECTION 22, TOWNSHIP 8S, RANGE 2 W, S.B.M. STORM DRAIN LINE E, ........ ........ .... . - . - .15 NO SCALE:: CALTRANS STORM DRAIN LATERALS- ......... ........... ................. I r, It, -�`SHEET 9 ­�; "2 JTI-y3 LINE B 1 T4 lie 78 D86A PIPE CULVERT WITH STORM DRAIN LATERALS .................. ................ 17 WARPED WINGWALLS STORM DRAIN LATERALS- ........ .......... ............ ...18 D90 PIPE HEADWALL TYPE A R.C.F.C.D. STD. DWGS STORM DRAIN LINE G & H .............. ...... 19 STORM DRAIN LINE F-1, F-2 & F -2o- ............... 2() JS 227 J.S. NO. 2 ................................ 21 SHEET 19 JS 229 I.I.S. NO. 4 STORM DRAIN DETAILS LINE H MH 251 M.H. N0. 1 STORM DRAIN PROPOSED REMOVALS AT NATURAL CHANNEL ........... ....... 22 MH 252 M.H. NO. 2 STORM DRAIN PROPOSED GRADING & IMPROVEMENT DETAIL AT NATURAL CHANNEL 23 SHEET 19 MH 254 M.H. NO. 4 MH 261 M.H. SHAFT SAFETY LEDGE STORM DRAIN CALTRANS DETAILS ......... .................24 LINE G TS 303 T.S. NO. 3 STORM DRAIN CALTRANS DETAILS .......... ................ ...... 25 SHEET 10 CB 110 CONCRETE DROP INLET M 801 DOUBLE DRIVE GATE STORM DRAIN LINES A & B STORM DRAIN EASEMENTS ............ .........2F LINE B M 803'', CONCRETE COLLAR TRACT BOUNDARY R.C.T.D. STD. DWGS , SHEET 11 300 CURB INLET LINE B Z' ' ' V '3 I 42' ' _-�SHEET ADDITIONAL NOTES TO CONTRACTOR 44 '41 LINE A45 \, 40THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED 46 47 X39\\ BY A SEARCH OF AVAILABLE RECORDS. TO THE REST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS PPOHiprn TO TAKE ALL 0PP'rAHTI0KIADV kir7AC"DC-C TO ODnTC-I-T 118 1 x; 1 Fir_ f 26,as UTILITIES SHOWN, AND ANY 07 -HER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE THE 1 27 PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. TRACT BOUNDARY 7 28 - j LINEA ttt j 79 76 ! 74 [ 73 94 \92 90 91 Oro, HUNSAKER & ASSOCIATES IRVINE, INC INLAND EMPIRE REGION 2900 ADAMS STREET, SUITE A-15 RIVERSIDE CA 92504 (951)352-7200 os THESE PLANS ARE SHOWN FOR REFERENCE ONLY AND ARE TO BE CONSTRUCTED PER uu% A 2. ALL RETAINING WALLS SHOWN ON SEPARATE PERMIT. 32 24 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES 25 12 13 LEGEND OF ABBREVIATIONS & SYMBOLS SHEET 0 El BSL BUILDING SETBACK LINE - - - - - - 1--_ AREA DRAIN N.T.S. NOT TO SCALE SUBDRAIN LAT A- / 4 3 BVC V BEGIN ERTICAL CURVE CATCH BASIN & LOCAL P= PAD ELEVATION '! DEPRESSION SWALE HIGH POINT BWF BLOCK WALL FENCE P.I. POINT OF INTERSECTION CENTERLINE TOP OF SLOPE TRACT BOUNDARY DF DEEPENED FOOTING 44- DAYLIGHT LINE pp POWER POLE TOE OF SLOPE DWY DRIVEWAY PUE PUBLIC UTILITY EASEMENT EP EDGE OF PAVEMENT 1� DEEPEN FOOTING RG ROUGH GRADE WATER METER INDEX MAP 1�- EVC END VERTICAL CURVE TBM TEMPORARY BENCH MARK TRACT BOUNDARY (100) EXISTING CONTOUR CUT FILL LINE FF FINISH FLOOR ELEV. TC TOP OF CURB FIRE HYDRANT FG FINISH GRADE STREET LIGHT TF TOP OF FOOTING ELEV. FL FLOWLINE ELEV. FLOWLINE TG TOP OF GRATE FS FINISH SURFACE GR : ADED SWALE TP TOP OF PAVEMENT GRAPHIC SCALE GB GRADE BREAK PROPERTY LINE/LOT LINE Tw TOP OF WALL ELEV. 300 0 150 300 600 900 100 PROPOSED CONTOUR - ----------------- GFF GARAGE FINISH FLOOR (XX.XX) EXISTING ELEVATION HP HIGH POINT RETAINING WALL xx.XX FUTURE ELEVATION (IN FEET) RIGHT OF WAY SCALE- 1'•=300' INV INVERT OF DRAIN SOUND OR SCREEN WALL SECTION 22, TOWNSHIP IRS, RANGE 2 W, S.B.M.ROCK OUTCROPPING FUND SOURCE: CFD 2013-64 L= LENGTH qv TO:: BE REMOVED TRACT 32627 BENZ�H -MARK NGS IN 897 IP 160047 FD, STANDARD BRASS DISK SET N THE TOP OF A REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PRO'E`7 0-00059 CONCRETE "WENT STAMPED 1955, 5.1 MILES NORTH --A----- AND WIRGAN VALLEY WASH STAGE 2 9O.'s ALONG A PAVED ROAD FROM THE MISSION SAN ANTONIO DE LL\-. R29Y'D 41AZ 3 SLAr 8- L-�Eia PALA, AT PAtA 6.1 MILES SOUTH OF TEMECULA, AT THE WATER CONSERVATION DISTRIPT 7-0-00064 SAN DIEGO -RIVERSIDE COUNTY LINE, IN SAN DIEGO COUNTY, i -A -r 0-2- TEMECMA CREEK - IIIA PASCAL 4" -IL4 OVAL BY. DRAWING NO, DESIGNED BY: DSF 14� SOUTH OF THE COUNTY UNE SIGN, 29.6 WEST OF THE RECOMMENDED FOR APPR A CENTERUNE OF THE ROAD, 17.5' SOUTH Or THE CENTERLINE STOW [WADI STAGE I R DRAWN BY: DSF OF A TRACT ROAD LDMO NOR 1.2' WEST OF A -------- 7-0545 FENCE UNE, 13' NORTH OF A WITNESS POST, ABOUT 4 1/5 PLANNING ENGINEER CH GiNEER WLE SHEL7 SHEET NO. DATE DRAM:JULY 202 FEET HIGHER THAN THE ROAD AND SET IN THE TOP OF A e-tvhvc,rr ong paArpniv, in Awma a jwqxv I ELEVATION .= 1255.36 NGVD 29 f DATE: DA %H4RIF7DESCRIPTION APPA. DATE - GE[VERAL NOTES I. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONVERSATION DISTRICT'S M,O.U. STANDARD SPECIFICATIONS DATED JUNE 24, 2008, AND RCFC&WCD STANDARD MANUAL. FOR THE LATEST DRAWINGS OF THE STANDARD MANUAL, PLEASE REFER TO THE "PUBLICATION AND RECORDS PAGE FOUND IN THE DISTRICT'S WEBSITE. 2. CONTACT THE ENCROACHMENT PERMIT ENGINEER AT 951-955-1266, IF AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD CONTROL. AFTER THE PERMIT IS ISSUED THE DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. 3. CONTACT CONTRACT ADMINISTRATION AT 951-955-1288 IF CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD.. THE DISTRICT MUST BE NOTIFIED TWENTY DAYS PRIOR TO CONSTRUCTION. 4. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE CENTERLINE INTERSECTION STATION. 6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT 1-800-227-2600, 7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON NGVD 29 DATUM. 8. ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON THE NAD 83, 9. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. 10. ELEVATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS OTHERWISE NOTED. 11. UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION SHALL BE 4" TYPE "B" HOT MIX ASPHALT OVER 6" CLASS 2 AGGREGATE BASE OR AS SPECIFIED BY THE ENGINEER. 12. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6" OF CLASS "B" CONCRETE. 13. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED. 14. BEDDING PIPE SHALL CONFORM TO RFC&WCD STD. M 815, EXCEPT FOR COVER LESS THAN 2 FEET. FOR COVER LESS THAN 2 FEET, CONCRETE SLURRY (2,000 PSI) SHALL BE USED, THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4" MINIMUM AND 12" MAXIMUM ABOVE THE TOP OF PIPE 15. BH -1 INDICATES SOILS BORING LOCATIONS BASED ON THE SOILS REPORT DATED NOVEMBER 21, 2006 LOCATIONS SHOWN ARE APPROXIMATE, 16. 'Y' IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF THE CURB TO INVERT OF CONNECTOR PIPE. 17. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. 18, ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE REMOVED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. 19. STANDARD DRAWINGS CALLED FOR ON THE PLANS AND PROFILE SHALL CONFORM TO DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE. 20. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR z 0 THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS, 21. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION 7 w I F- OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE l i� < < CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND 0 0 V) DRAINAGE TO ADJACENT PROPERTIES. z 22. APPROVAL OF THESE PLANS BY THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT DOES NOT RELIEVE ETHE p7Z cl� DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE < < ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED , IT WILL BE E cr_ z THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE i!� NECESSARY CORRECTIONS. V) LIJ 23. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT AND/OR STATE AND FEDERAL REGULATORY os 7) PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK. 0 24. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF cr_ _j Ld 1-1/2 INCHES OVER THE REINFORCING AND INCREASED TO A MINIMUM OF 3-1/2 INCHES OVER REINFORCING FOR BOX CULVERTS, Z WHEN DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CL < CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND F'C=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER <0 (D SECOND. 2z Q q) :> 25. CONSTRUCTION JOINTS FOR CALTRANS STANDARD REINFORCED < CLCONCRETE BOX SHALL BE PLACED ACCORDING TO RCFC&WCD STANDARD E. M 0 1,- U- �N DRAWING NO. BX 401 Nj z � LS TERRACINA, LLC 355 E R - INCON ST., STE 300 CORONA, CA 92879 PHONE (951) 898-5512 FAX (951) 898-5580 SOILS ENGINEER:- GEOTEK 710 E. PARKRIDGE AVE, STE 105 CORONA, CA'92879-1097 PHONE: (951) 710-1160 LEGAL DESCRIPTION: IUWNSHIP 85, RANGE 2W SECTION 22. PARCEL 2 OF PARCEL MAP NO. 17822, AS SHOWN IN BOOK 102, PAGE 36 AND PARCELS 1, 2, & 3 OF PARCEL MAP NO. 18681, AS SHOWN IN BOOK 113, PAGE 78 AND PARCELS 1, 2, 3 & 4 OF PARCEL MAP 20855 AS SHOWN IN BOOK 132.PAGE 70 AND PARCEL 1 OF PARCEL MAP `17322 AS SHOWN IN BOOK 103 PAGE 18, ALL PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. TOPOGRAPHIC SURVEY SOURCE: WESTERN AERIAL SURVEYS 9262 MAGNOLIA AVENUE, SUITE E RIVERSIDE, CA 92.503 PHONE (951) 637-0190 DATE OF SURVEY: JUNE 2W4 C 1-4 f—QROFE-Ssl < (ZINO. 58020 > 0 o Kawwharsbekw. ck� 0 VA < cv� Of Call 811 behm you dis jv Lu Or CA E x --- SHEET 20 *4 LINE F-1, F-2 & F2a SHEET 15 1111111*4 u LINE E SHEET SHEET INDEX No STORM DRAIN TITLE SHEET ........................ ......... STORM DRAIN DETAIL SHEET & QUANTITIES- ......... .......... 2 STORM DRAIN WINGWALL AT EL CHIMISAL RCB DETAILS - - .................. 3 . 15 2G9-SLEEPYHOLLOWLN, STORM DRAIN LINE A .......... ............................... 4 WOOLPERTLN. STORM DRAIN LINE A- ........... ...................... 5 MONTE VERDE RD. STORM DRAIN LATERAL A-5 . ............... ......... ......... 6 EL CHIMISAL RD. -ANZ4 RD. STORM DRAIN LATERAL A-5 . .............................. 7 VIA PUEBLO STORM DRAIN LATERAL A-9 . ............ ....................... 8 STORM DRAIN LINE B• ........................... ....... 9 DEERHOLLOtIVRD AA04 STORM DRAIN LINE B & PROPOSED REVISIONS TO EXISTING 13' X 8' RCB. ........ 10 CITY OF TEMECULA STORM DRAIN LINE 8 ........................ ............. 1.1 PECHANGA PROJECT STORM DRAIN LINE 8 ............ .................... .....12 INDIANSTORM DRAIN LINE B ....... ....... .............. .......13 VICINITY : MAP RESERVATION SITE STORM DRAIN LINE 8 . ..................... ..................14 SECTION 22, TOWNSHIP 8S, RANGE 2 W, S.B.M. STORM DRAIN LINE E, ........ ........ .... . - . - .15 NO SCALE:: CALTRANS STORM DRAIN LATERALS- ......... ........... ................. I r, It, -�`SHEET 9 ­�; "2 JTI-y3 LINE B 1 T4 lie 78 D86A PIPE CULVERT WITH STORM DRAIN LATERALS .................. ................ 17 WARPED WINGWALLS STORM DRAIN LATERALS- ........ .......... ............ ...18 D90 PIPE HEADWALL TYPE A R.C.F.C.D. STD. DWGS STORM DRAIN LINE G & H .............. ...... 19 STORM DRAIN LINE F-1, F-2 & F -2o- ............... 2() JS 227 J.S. NO. 2 ................................ 21 SHEET 19 JS 229 I.I.S. NO. 4 STORM DRAIN DETAILS LINE H MH 251 M.H. N0. 1 STORM DRAIN PROPOSED REMOVALS AT NATURAL CHANNEL ........... ....... 22 MH 252 M.H. NO. 2 STORM DRAIN PROPOSED GRADING & IMPROVEMENT DETAIL AT NATURAL CHANNEL 23 SHEET 19 MH 254 M.H. NO. 4 MH 261 M.H. SHAFT SAFETY LEDGE STORM DRAIN CALTRANS DETAILS ......... .................24 LINE G TS 303 T.S. NO. 3 STORM DRAIN CALTRANS DETAILS .......... ................ ...... 25 SHEET 10 CB 110 CONCRETE DROP INLET M 801 DOUBLE DRIVE GATE STORM DRAIN LINES A & B STORM DRAIN EASEMENTS ............ .........2F LINE B M 803'', CONCRETE COLLAR TRACT BOUNDARY R.C.T.D. STD. DWGS , SHEET 11 300 CURB INLET LINE B Z' ' ' V '3 I 42' ' _-�SHEET ADDITIONAL NOTES TO CONTRACTOR 44 '41 LINE A45 \, 40THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED 46 47 X39\\ BY A SEARCH OF AVAILABLE RECORDS. TO THE REST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS PPOHiprn TO TAKE ALL 0PP'rAHTI0KIADV kir7AC"DC-C TO ODnTC-I-T 118 1 x; 1 Fir_ f 26,as UTILITIES SHOWN, AND ANY 07 -HER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE THE 1 27 PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. TRACT BOUNDARY 7 28 - j LINEA ttt j 79 76 ! 74 [ 73 94 \92 90 91 Oro, HUNSAKER & ASSOCIATES IRVINE, INC INLAND EMPIRE REGION 2900 ADAMS STREET, SUITE A-15 RIVERSIDE CA 92504 (951)352-7200 os THESE PLANS ARE SHOWN FOR REFERENCE ONLY AND ARE TO BE CONSTRUCTED PER uu% A 2. ALL RETAINING WALLS SHOWN ON SEPARATE PERMIT. 32 24 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES 25 12 13 LEGEND OF ABBREVIATIONS & SYMBOLS SHEET 0 El BSL BUILDING SETBACK LINE - - - - - - 1--_ AREA DRAIN N.T.S. NOT TO SCALE SUBDRAIN LAT A- / 4 3 BVC V BEGIN ERTICAL CURVE CATCH BASIN & LOCAL P= PAD ELEVATION '! DEPRESSION SWALE HIGH POINT BWF BLOCK WALL FENCE P.I. POINT OF INTERSECTION CENTERLINE TOP OF SLOPE TRACT BOUNDARY DF DEEPENED FOOTING 44- DAYLIGHT LINE pp POWER POLE TOE OF SLOPE DWY DRIVEWAY PUE PUBLIC UTILITY EASEMENT EP EDGE OF PAVEMENT 1� DEEPEN FOOTING RG ROUGH GRADE WATER METER INDEX MAP 1�- EVC END VERTICAL CURVE TBM TEMPORARY BENCH MARK TRACT BOUNDARY (100) EXISTING CONTOUR CUT FILL LINE FF FINISH FLOOR ELEV. TC TOP OF CURB FIRE HYDRANT FG FINISH GRADE STREET LIGHT TF TOP OF FOOTING ELEV. FL FLOWLINE ELEV. FLOWLINE TG TOP OF GRATE FS FINISH SURFACE GR : ADED SWALE TP TOP OF PAVEMENT GRAPHIC SCALE GB GRADE BREAK PROPERTY LINE/LOT LINE Tw TOP OF WALL ELEV. 300 0 150 300 600 900 100 PROPOSED CONTOUR - ----------------- GFF GARAGE FINISH FLOOR (XX.XX) EXISTING ELEVATION HP HIGH POINT RETAINING WALL xx.XX FUTURE ELEVATION (IN FEET) RIGHT OF WAY SCALE- 1'•=300' INV INVERT OF DRAIN SOUND OR SCREEN WALL SECTION 22, TOWNSHIP IRS, RANGE 2 W, S.B.M.ROCK OUTCROPPING FUND SOURCE: CFD 2013-64 L= LENGTH qv TO:: BE REMOVED TRACT 32627 BENZ�H -MARK NGS IN 897 IP 160047 FD, STANDARD BRASS DISK SET N THE TOP OF A REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PRO'E`7 0-00059 CONCRETE "WENT STAMPED 1955, 5.1 MILES NORTH --A----- AND WIRGAN VALLEY WASH STAGE 2 9O.'s ALONG A PAVED ROAD FROM THE MISSION SAN ANTONIO DE LL\-. R29Y'D 41AZ 3 SLAr 8- L-�Eia PALA, AT PAtA 6.1 MILES SOUTH OF TEMECULA, AT THE WATER CONSERVATION DISTRIPT 7-0-00064 SAN DIEGO -RIVERSIDE COUNTY LINE, IN SAN DIEGO COUNTY, i -A -r 0-2- TEMECMA CREEK - IIIA PASCAL 4" -IL4 OVAL BY. DRAWING NO, DESIGNED BY: DSF 14� SOUTH OF THE COUNTY UNE SIGN, 29.6 WEST OF THE RECOMMENDED FOR APPR A CENTERUNE OF THE ROAD, 17.5' SOUTH Or THE CENTERLINE STOW [WADI STAGE I R DRAWN BY: DSF OF A TRACT ROAD LDMO NOR 1.2' WEST OF A -------- 7-0545 FENCE UNE, 13' NORTH OF A WITNESS POST, ABOUT 4 1/5 PLANNING ENGINEER CH GiNEER WLE SHEL7 SHEET NO. DATE DRAM:JULY 202 FEET HIGHER THAN THE ROAD AND SET IN THE TOP OF A e-tvhvc,rr ong paArpniv, in Awma a jwqxv I ELEVATION .= 1255.36 NGVD 29 f DATE: DA %H4RIF7DESCRIPTION APPA. DATE - E HUNSWER & ASSOCIATES IRVINE, INC INLAND EMPIRE REGION ESTIMATE OF STORM DRAIN QUANTITIES NO. 4 BARS pp BENCH MM NGS W 897 REMSIONS DESCRIPTION :NO. 0 QUAN,TITY,.,.�.:...,QUANT,.,1' 54— 1 ton ROCK* 80 INSTALL W R.C.P. (CLASS IV) 9 r INSTALL 24" R.C.P. (CLASS N) - - --------- 82 INSTALL 300 R.C.P. (SEE PROFILE FOR D -LOAD) L.F. :421, 0 0 D BACKING Q 0 0 0 0 83 INSTALL 36- R.C.P. (SEE PROFILE FOR D -LOAD) - LF. 1 LY lor A Tma Rw Lmm mmwwsT, il wEsT of A 84 ---------- ---------------- INSTALL 42* R.C.P, (SEE PROFILE FOR D -LOAD) ------ L.F. 1.7' WK OF A WTWZ POS L AMT 4 N"~ INSTALL 48" R.C.P. (SEE PROFILE FORD -LOAD) LF, MlIRAF:I 1 1:OON FILTER FABRIC \�SILL SECTION F 4- R.ClP. (SEE PROFILE FOR D. -LOAD) ......... . CLASS 420—C-2000, 88 INSTALL 60- R.C.P. (SEE PROFILE FOR D -LOAD) w. :LP.: U CONtRETE 90 CONSTRUCT CURB INLET CATCH BASIN PER R.C.T.D. STD. DWG, NO, 300 104'; 9014'; 7021'; 8028, Eik 92 CONSTRUCT M,H. NO, 1 PER R.C.F.C. & WCbSTD. DWG- NO. MH 251 Ek, 10. D 93 CONSTRUCT M.H. NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 252 94 CONSTRUCT M.H. NO. 4 PER R.C.F.C. & W.C.D. SM. DWG, NO, MH 254Ek 110, EA 95 WSTD CONSTRUCT I.S. NO, 2 PER R.C.F.C. & .C.D� . DWG. O. JS 2 27 ------------- 96 CONSTRUCT T.S. NO. 3 PER R.C.F.C. & W,CZ. STD. DWG. :W TS 303 �EA 97 CONSTRUCT J.S. NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. NO. 229 :Ek. 99 CONSTRUCT MANHOLE SHAFT SAFETY LEDGE PER R.C.F.C. & W.C.D. STD. DWG. NO, MH261 Ck 21::: 100 REMOVE EXISTING CATCH BASIN INLET FA t, 101 CONSTRUCT PIPE CULVERT HEADWALL PER CALTRANS STD. DWG. NO. D90 TYPE A AND SHEET 24 Ek .3:, 103 CONSTRUCT 2 -TON RIP -RAP PER DETAIL HEREON Q'y. C 105 --------------- CONSTRUCT 1/4 -TON RIP -RAP PER DETAIL HEREON 106 CONSTRUCT 1 -TON RIP -RAP PER DETAIL HEREON 'c.y" Q, 107 CONSTRUCT CONCRETE DROP INLET PER R.C.F.0 . & W.C.D. STD, DWG. NO. CB 110 Ek 8 0 108 INSTALL CONCRETE PAD AT MANHOLE PER DUAL HEREON --- Ek 10 IEMOYCONCRETEBULKHEAD AND JOIN 3 Ek 2, 112 CONSTRUCT PRECAST CONCRETE FLARE END SECTION PER CALTRANS, STD. DWG. NO. D948 AND SHEET 24 EA.— 2'_ 10 114 :3" CLASS 11 AGGREGATE BASE OVER COMPACTED NATIVE SOIL PER ROUGH GRADING PLAN (BGR140014) ty., 116 :CONSTRUCT BOX CULVERT WINGWALL PER DETAILS ON SHEET 3 --- EA. 117 V DITCH TO PIPE TRANSITION PERROUGH GRADING PLAN (BGRI40014) Ek 118 REMOVE EXISTING RCB WINGWALL Fj 119 — - - - - ------------------------------ INSTALL CHAIN LINK FENCE PER R.C.F.C. & W,C.D. STD DWG. NO. M801--- LF- Li ---- 120 ------------------------------------- - ---- ------------ - -------- ---- . .............................................. INSTALL PARAPET RETAJNING WALL PER DETAIL 120 ON SHEET 3 EA, EA 122CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.= STD DWG< NO. M803 --- Ek "l: v NO. 4 BARS pp BENCH MM NGS W 897 REMSIONS M STMOW MU�& WAM Oft SET 14 A MP OF A OMMIM MWAOff STA WM MA St tM WM 0 54— 1 ton ROCK* Pkk AT PALA, &I WD SOM OF MWOAA AT RiE r SM Dum-wwyW emly URE. N so " 00MV. tGwl) gy; DsF 3(M'IN)r .fib 0 0 D BACKING Q 0 0 0 0 2D or 2W ,WN EMR , lor A Tma Rw Lmm mmwwsT, il wEsT of A 1.7' WK OF A WTWZ POS L AMT 4 N"~ E ORAW.JY 2617 Kp v- MlIRAF:I 1 1:OON FILTER FABRIC \�SILL SECTION F CUNCRETE PM PM W AMUT.6 wxs. CLASS 420—C-2000, ELEVATION = 1255315 {NGS 29): REF, MscRpim CONtRETE BENCH MM NGS W 897 REMSIONS M STMOW MU�& WAM Oft SET 14 A MP OF A OMMIM MWAOff STA WM MA St tM WM ALM A POW RM. MW WMftN:$W ANWW Pkk AT PALA, &I WD SOM OF MWOAA AT RiE SM Dum-wwyW emly URE. N so " 00MV. tGwl) gy; DsF 14' MUTH OF TK 00" W SM 29,5 IM OF M CMTOW OF 1W RW, 37.x" WAH Of 1W aXTM#t ,WN EMR , lor A Tma Rw Lmm mmwwsT, il wEsT of A 1.7' WK OF A WTWZ POS L AMT 4 E ORAW.JY 2617 Kp FaT ROM IW M MAD AND SET IN W TOP OFA CUNCRETE PM PM W AMUT.6 wxs. 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':. �,..,, ..- .t. .. . _ ,w:, +._w./.a, .:,A,+n ry"v.,w ..,+saa +.♦nwv-e.,ari.,,.<:n v._um,:+uam n n,:,> -v u,„nn«'YnMax++,neYr..'.+Mw>h.'aW,x,e a,.»tty'nxwx+x w!2s.. x.,x ,xxY�x'oxnxnl♦xnxx, e,+w m.,ev ,. na tv.xrex.,ka<)».u.,Mn<vwe,tnss nvvwYa+t,n4./w(e Arvas, v ..Y,,,u%M,. nrvgr,ry ,x{ry. nw n4vn ,rv,n nan wwrny vaux„'.M„vm...,xa'ennY+a,4, m,nww.v+.,n rv�. x. rma,[,nv tl *PLEASE SEE GENERAL NOTE NO. 2ON!4 TRACT BOUNDARY/ BEFORE ORDERING PIPE 1 r N ROAD rf " " CONSTRUCTION NOTES LAT B-3 END," .� W� `,LAT "B-9" �� $2 - _ � , ,' ,' 4\ r i 101 _ ___ $D = i W .,. A-45 OO £10 \ -_.' ;' � .. _ ,.,.- "LAT "6-4" � t S,{F :,1 • t � , {` 80 "` I W LAT "6-"'` _ _w�''` - L<. =45 Q {It? ,r SEE SHEEN 17 FOR PR(EILE ,1� \ , ; t _ 4 :- l ` $0 INSTALL 18" R.C.P. {CLASS IV} g , nn. „ SEE $H FT 8 R P9OFILE._ 4 _ .. .: A�--45, QO 00 -45 Vll ,•y. -t SOY a _• r ', E 3 "r �- �__ _4.3 ` g ' wSEE SH ET 17 FOR PROFILE ,rr � � 1cn +` 5.9- P# 0i � 81 INSTALL 24'° R.C.P. CLASS iV SEE SHEET 17 FOR PROF +01�' Ellin P "LLJ ( ) ,. ,• 5 EPf® R A -W=3 V 5 1 7 A_W_3 V=.1549 3 OPENINGS' _ , W �• - - �.,,. S.D. LAT A-9 ' ,- ? , f,1+ - Ono 82 INSTALL 30" R.C.P. (SEE PROFILE FOR D -LOAD) --/W. ; H --_ -- Y r♦ :. /W. I OPENING A=3 # Y1-15 V=4 6 /W -= _ t %W + ' _.•- _ _ { ��� h_: , � ,/ ` =14 , 3 OPENINGS c, = -- ".�..,: '=_`__—_� ... - , \ �— .....`�,:':,�..-..,...,...,,� `•, � -'i -� ..._�,r6 _ �--- "�' _ W 85 INSTALL 48"' (SEE PROFILE' FOR D -LOAD} _._. � - - - -- - 1 +26. E.C.. 1 f 28.53 E.C. . _ —' � 1+15.86 a► C. 1+08.86 B.C. 1+08.86 8:C G _ 1+16.02 B.C. = 5 " v _ �.. ....."......... �._ _. ,..,.. ,a 88 INSTALL. 64 R.C.P. (SEE PROFILE FOR D -LOAD) - ' • ,. ;�t. � � ,�;� � -.�. � �� ;, � �. � 93 CONSTRUCT M.H. N0. 2 PER R.C.F.C. & W.C.D. STD. DWG• NO• MH 252 s,. 8$ N 87 r . cv ;,\; rs 85 �_.., . , 85 .. _ R C dt W.C.D. NO 5 Q �, SEE CONSTRUCT ON SHEET 21 R ,� -- -� _.,,, _ �Lj -- 97 CONSTRUCT J.S. NO. 4 PER R.C.F.C. Se W.C.D. STD. DWG. NO. JS 229 � ® 101 CONSTRUCT PIPE CULVERT HEADWALL PER CALTRANS ST#a, PLAN NO. D90A �+► c� O R „ s `�-� ;: �� AND DETAIL ON SHEET 24 m , cn F �w +_.. � _.� „s _,,. X_ - � � ..T ..... _., �.... ,,_ t., ~ iw ,....r,. , m"n�rx „♦a \.4 4 r r� � _..�_"y. � ^0..t�.:;1-1=7_-Vit,CONCRETE DROP INLET PER R•C.F.C. & W.C.D. STD. DWG, NO. CB 110 c>c3s m 107 CONSTRUCT MR a Know what's NOW. Cali 8111fare you dig. ,yQ� �• ray �� a NO, 58020 rn t V i of CALL PLAN. LINE "j°'1)" .r BEARING/DELTA RADIUS LENGTH z .- N 55°4330" E - 0 _ d N 25`43'30" E - MR a Know what's NOW. Cali 8111fare you dig. ,yQ� �• ray �� a NO, 58020 rn t V i of CALL PLAN. LINE "j°'1)" .r PLAN 0 20 40 80 120 160 SCALE: 1" FUND SOURCE: SOURCE: CFD 2013-64 TRACT 32627 IP 160047 BENCH MAK NGS W 897 REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT HUNSAKER do ASSOCIATES FD. STANDARD U.S.QS. BRASS DISK SET IN THE TOP OF A _ _ NO.'S IRVINE, INC CONCRETE MONUMENT RDSFROM THE r aN S� AN DE - T00 /-Ar: $`2 A�1 -�= AND Ik�DRGAii VAt. Y �tArSH STAG 2 7-0-00059 WATER CONSERVATION DISTRICT INLAND EMPIRE REGION PALA, AT PA€A, 6.1 MILES scwrH of rr:uEC�tLA, AT THE 4 SAN DIEGO-RIVERSK COUNTY LINE, IN SAN DIEGO COUNTY, --- RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAWING NO. �. 2800 ADAMS STREET, SUITE A-15 ���� - ; R51DE A 92 &4 (951)352-7200 DESIGNED 8Y: DSF 14' SOUTH of Tl`� COUNTY LINE SIGN, 20:5 QST OF THE PLANNING/ N ING/ Y1NG NMENT RELA r +�'�NE THE ROAD, iN-5` NORTHWEST, OF THE CENTERLINE DRAWN BY: DSF t A TRACT ROAD 1 TH OF NORTHWEST, ST NEST OFA [:N LINE B FfNCE UNE, 11NORTH � A W1TNE5S P(}ST, ABOUT 4 1/5 SHEET No. DATE DRAWN:JULY 2017 FEET NIGHER THAN THE ROAD AND SET IN THE TOP OF A t� -^� A �! I� PAUL HUDDLESTON, JR. R.C.E. 58020 'DART CONCRETE Fmsr PRO c TNO ABOUT s INCHES. DATE: DATE: t ' -1-t of I STM. 31+00.00 '° 00.00 TO 38+00.00 CHECKED BY: PRH ELEVA11ON 1255.36 (NGVD 2`9) REF. DESCRIPTION APPR. i DATE ___ «_ 13 OF 26 BEARING/DELTA RADIUS LENGTH TANGENT N 55°4330" E - 700.00' _ N 25`43'30" E - 15.86' - WOO'00" 22.50' 23.56 12.99' [ N 10°43'30" E - 8.86' - 45°00'00" 22.50' 17.67' 9.32' N 34°16'30" W - 7.33' - N 10°4330" E - 16.02' N 3el6'30" W - 2.26' - N 34°16'30" W - 4.33' - PLAN 0 20 40 80 120 160 SCALE: 1" FUND SOURCE: SOURCE: CFD 2013-64 TRACT 32627 IP 160047 BENCH MAK NGS W 897 REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT HUNSAKER do ASSOCIATES FD. STANDARD U.S.QS. BRASS DISK SET IN THE TOP OF A _ _ NO.'S IRVINE, INC CONCRETE MONUMENT RDSFROM THE r aN S� AN DE - T00 /-Ar: $`2 A�1 -�= AND Ik�DRGAii VAt. Y �tArSH STAG 2 7-0-00059 WATER CONSERVATION DISTRICT INLAND EMPIRE REGION PALA, AT PA€A, 6.1 MILES scwrH of rr:uEC�tLA, AT THE 4 SAN DIEGO-RIVERSK COUNTY LINE, IN SAN DIEGO COUNTY, --- RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAWING NO. �. 2800 ADAMS STREET, SUITE A-15 ���� - ; R51DE A 92 &4 (951)352-7200 DESIGNED 8Y: DSF 14' SOUTH of Tl`� COUNTY LINE SIGN, 20:5 QST OF THE PLANNING/ N ING/ Y1NG NMENT RELA r +�'�NE THE ROAD, iN-5` NORTHWEST, OF THE CENTERLINE DRAWN BY: DSF t A TRACT ROAD 1 TH OF NORTHWEST, ST NEST OFA [:N LINE B FfNCE UNE, 11NORTH � A W1TNE5S P(}ST, ABOUT 4 1/5 SHEET No. DATE DRAWN:JULY 2017 FEET NIGHER THAN THE ROAD AND SET IN THE TOP OF A t� -^� A �! I� PAUL HUDDLESTON, JR. R.C.E. 58020 'DART CONCRETE Fmsr PRO c TNO ABOUT s INCHES. DATE: DATE: t ' -1-t of I STM. 31+00.00 '° 00.00 TO 38+00.00 CHECKED BY: PRH ELEVA11ON 1255.36 (NGVD 2`9) REF. DESCRIPTION APPR. i DATE ___ «_ 13 OF 26 •LAT *1 CT BOUNDARY/ TRA FOR ANZA ROAD -, - - -- 12 12 mx '44+1188 B CA INT LINE --------- - .00 LAT "I 'EET + 4 SEE TAIL *S� S 21-- r 1 ------ -9 LAT *B-6 OD R C . ......... -- ------- ----- .. ....... .... . .. .. .. 53 B.C. -hail B.C. -4 -- - -------- two 83 C14 - ------------- V) -- -------- Y 13 �o IN/ W z -- - - ---- ---- T_ ?TAkHOUSE ',ROA6 + z 4 t"N fl CL tr > S PLAN LINE "B" rn -BENCH MARK W HUNSAKER & ASSocal" M. STMOAM U.&C'S au% VSK WT N 'K vp OF A ... A ..... .. Us CORMTE MONUMM STAWIM 1= W MUS NOM I INE, INC ALM A PAWD 9W F" IK MSSM SM MTW M ZL RV M-4, AT:P" r\1 VW SWM OF TWWLA� AT W INLAND EMPIRE REGION 2900 ADAMS STRUT, SUITE A-15 8-f, Dv, i4� sOulH (f 1A MATY W WK 2" WST OF W _ffPYER_qDtr 92 5s1 2-7203 cuilmm OF W ice, 17,51 swrli OF m m(mm PLANNM INC VE)W DRAM BY: OF A TWI ROAD LEOW KMWKST, 1-f *19 of A z NMENT RELAT�&/ 05F Kmwwws'bekm. /'l i F04M Lm ur NWIN of.A, Nn"m ma 9mT 4 1/5 < 'T IN W RP (;f 'A f0ATE DRAVMj4,Y 2OJ7 'My WWI� 'fHAN N P"D MO kogr Amn TE P% K gr CLii3 R. R.C.Q.FLEWPON = 1255�36 (NGVQ 29) Rry. 011:1ZLE, Illy, E16RH Ll R/W R/W �Wi TRACT 32627 ANZA, ROAD SECTION AT 411+50-00 CONSTRUCTION NOTES INSTALL 1 Er R.C. P. - (CLASS F INSTALL 24" R.C.P. (CLASS W) INSTALL 3'T R.0 ' P. (SEE PROFILE FOR D -L ) INSTALL 3T R.C.P. (SEE. PROME FOR D --LM) INSTALL 4T R.C.P, (SEE PROFILE FOR D -L ) CONSTRUCT M.H. NO4 PER R.C.F.C. & XC.D, SM. DWG. NO. MH 251 SEE DETAILS ON SHEET 21 TJ.S- Cr,7"c NC. 2 PER R.C.F,C. & W.C,D, STD. DWG, NO. JS 227 L ON SHEET 21 1131 CONSTRUCT PIPE CULVERT HEADWALL PER CALTRANS STD, PLAN NO. D9% AND DETAIL ON SHEEr 24 CONSTRUCT 1/4 -TON RIP -RAP PER DETAIL ON SHEET 3 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C, & W,C-D, STDDWG, W C8 110 11 CONSTRUCT PRECAST CONCRETE FLARE END SECTION PER CALTRANS STD. DWO. NO. D948 AND SHEET 24 ---------- REMSIONS RISS DE CWNTY FLOOD CONTROL AND WATER CONSERVA'nON DJS7RICT ---------------------- RECOMMENM FOR APPR3 NAL BY I APPROVO BY; STORM DRAIN DATA TABLE I 1#1000POJENET51, XAIX-� 1" = 4. mt* CFD 2013...i4 7-0-001 7-0545 % d,d St•.,cxx'itim ,o\ Y`,'Z.i2, �\` t L \ ` - \s `\O, i\`)'ji?k« \)`� ,n.iS�ii �`S:•S♦. ..,,jhjj,>\', ? i t a ' ........... \, f 2 i - �Y ♦moi *, oe\ \ , , H............. 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