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Tract Map 36479 Lot 1-4 Rough Grading
GENERAL NOTES THE PROPERTY OWNER/ENGINEER/CONTRACTOR SHALL ADHERE TO THE CITY OF TEMECULA'S STANDARD NOTES AS SPECIFIED IN APPENDICES D, E, F, AND G OF THE "ENGINEERING & CONSTRUCTION MANUAL" (I.E. SECTION, 6-2) IN ACCORDANCE TO CHAPTER 18.06 OF THE "CONSTRUCTION GRADING AND ENCROACHMENT.• ORDINANCE NO. 13-01. COPIES OF THE NOTES' SHALL BE AVAILABLE ONSITE AT ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. ADDITIONAL NOTES 1. ARCHAEOLOGICAL/CULTURAL RESOURCES GRADING NOTE. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WITH REASONABLY APPEARS TO BE EVIDENCE OF CULTUIZ4L OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF COMMUNITY DEVELOPMENT AT HIS/HER SOLE. DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE TO THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE PLANNING DIRECTOR SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. 2. DISCOVERY OF CULTURAL RESOURCES. IF CULTURAL RESOURCES ARE DISCOVERED DURING THE PROJECT CONSTRUCTION (INADVERTENT DISCOVERIES), ALL WORK IN THE AREA OF THE FIND SHALL CEASE, AND A QUALIFIED ARCHAEOLOGIST AND REPRESENTATIVES OF THE PECHANGA TRIBE SHALL BE RETAINED BY THE PROJECT SPONSOR TO INVESTIGATE THE FIND, AND MAKE RECOMMENDATIONS AS TO TREATMENT AND MITIGATION. 3. ARCHAEOLOGICAL MONITORING OF CULTURAL RESOURCES. A QUALIFIED ARCHAEOLOGICAL MONITOR WILL BE PRESENT AND WILL HAVE THE AUTHORITY TO STOP AND REDIRECT GRADING ACTIVITIES, IN CONSULTATION WITH THE PECHANGA TRIBE AND THEIR DESIGNATED MONITORS, TO EVALUATE THE SIGNIFICANCE OF ANY ARCHAEOLOGICAL RESOURCES DISCOVERED ON THE PROPERTY. 4. TRIBAL MONITORING OF CULTURAL RESOURCES. TRIBAL MONITORS FROM THE PECHANGA TRIBE SHALL BE ALLOWED TO MONITOR ALL GRADING, EXCAVATION AND GROUNDBREAKING ACTIVITIES, INCLUDING ALL ARCHAEOLOGICAL SURVEYS, TESTING, AND STUDIES, TO BE COMPENSATED BY THE` DEVELOPER. 5. RELINQUISHMENT OF CULTURAL RESOURCES. THE LANDOWNER AGREES TO RELINQUISH OWNERSHIP OF ALL CULTURAL RESOURCES, INCLUDING ALL ARCHAEOLOGICAL ARTIFACTS THAT ARE FOUND ON THE PROJECT AREA, TO THE PECHANGA TRIBE FOR PROPER TREATMENT AND DISPOSITION. 6. PRWERVATION OF SACRED SITES. ALL SACRED SITES ARE TO BE AVOIDED AND PRESERVED. Z BURROWING OWL GRADING NOTE. NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE -GRADING MEETING WITH PUBLIC WORKS. ALL PROJECT SITES CONTAINING SUITABLE HABITAT FOR BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, REQUIRE A 30 -DAY PRECONSTRUCTION SURVEY THAT SHALL BE - CONDUCTED WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE SURVEY INDICATE THAT NO BURROWING OWLS ARE PRESENT ON-SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PLANNING DIVISION APPROVAL. IF BURROWING OWLS ARE FOUND TO BE PRESENT OR NESTING ON-SITE DURING THE PRECONSTRUCTION SURVEY, THEN THE FOLLOWING RECOMMENDATIONS MUST BE ADHERED TO. EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE BREEDING SEASON, WHICH IS DEFINED AS MARCH 1 THROUGH AUGUST 31, WITH THE FOLLOWING EXCEPTION. FROM MARCH 1 THROUGH MARCH 15 AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AND RELOCATION ACTIVITIES MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE REGULATORY AGENCIES (IF ANY) THAT EGG LAYING OR CHICK REARING IS NOT TAKING PLACE. THIS DETERMINATION MUST BE MADE BY A QUALIFIED BIOLOGIST. NOTICE TO CONTRACTOR: CONTR4CT0R AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF OR ANY DAMAGE TO.. THESE LINES OR STRUCTURES CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. CATCH BASIN SUMMARY: BASIN SUMMARY: C. B. Street LENGTH STREET BASIN PICK-UP FLOW -BY REMARKS NUMBER Grade (FT) Q(cfs) Q(cfs) Q(cfs) 34.9 34.93 INVERT OF DRAIN - - GRADED SWALE N.T.S. NOT TO SCALE - - CENTERLINE R.G. AREA "A" - LINE 'W' FLOWLINE T. D. E.P. TDP OF DIKE �I� EDGE OF PAVEMENT - - II - -�L - DAYLIGHT LINE/LIMITS OF GRADING OF SLOPE o METAL HAND RAILINGS 1 6.40°x6 28 4 6.8 0.6 To CB#15 2 5.40% 28 7A 8.1 1.6 To CB#14 3 7.64°k 21 2.4 2.4 0 BASIS OF BEARINGS 4* - 7 4.2 4.2 0 972 L.F. 5* - 7 " 5.7 5.7 0 CONSTRUCT TQ" PVC PIPE AND CONNECT TO CATCH BASIN 14 1.000/0 21 4.8 5.4 0 16,154 15 1.00°h 21 3.9 5.6 0 S CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL Sll 9 2 E.A. C.Y. T INSTALL SILT FENCE PER DETAIL ON SHEET 9 . .......... • ... ....... r ... 12,189 I: F. INSTALL JUNCTION STRUCTURE 6 PER R.CFC & U HYDROSEED SLOPES/PADS..................:....:..:........:;.........,.........322,955 S.F. r Y INSTALL FIBER ROLLS PER DETAIL ON SHEET' •13,440 L.F. AREA "B" - LINE "B" STORM DRAIN 3 Cts TRU. TION I TIES. 6* - 21 8.5 8.8 0 610 L.F. 7 3.08% 14 2.1 2.5 0.2 To CB#6 8 6.7.6% 21 5.1 4.4 0.7 To CB#6 9 7.14% 28 4.8 4.7 0.1 To CB#6 10 7.14% 28 3.9 3.9 0 11* - ? 8.2 8.2 0 12* - 7 4.5 4.5 0 1 EA 13* - 7 4.1 4.1 0 CONSTRUCT CONCRETE COLLAR 10 E.A. PER R.C.F.C. & W.C.D STD DWG NO. M 803 * Sump Condition CITY OF TEMECULA To M 111 36479 EM ENN& ROUGH GRADING,,_ -EROSION & SEDIMENT CONThOL ND P91,VA •R 1/ DRAIN IM ni S i79 17 SHEET -1 ,ft , 1,-B-,rcf SHEET 17 ik 11 s l , 1 77 SHEET. 7 1f. C Nc►.`110 S14 ET T,7 LINE 7A 3, SHEET 1 LINE A�31 SHEET 19 '� , C8 No.1' SHE SHEET +19 'kI'NE 'A -3a' ` `SHEET TRACT BOU N DA t M C13 No., 4 sl SHEET 1 30' EXISTING S0• CA ENT EDISON EASE'S SHEET 6 mamosm WERE=" , W&IMERM mvmsvm MONSOON MOSLEM LEGEND OF ABBREVIATIONS Volume Max Qin Max Qout (Acre ft) (cfs) (cfs) Basin A 1.17 34.4 32.12 Basin B 1.71 34.9 34.93 ni S i79 17 SHEET -1 ,ft , 1,-B-,rcf SHEET 17 ik 11 s l , 1 77 SHEET. 7 1f. C Nc►.`110 S14 ET T,7 LINE 7A 3, SHEET 1 LINE A�31 SHEET 19 '� , C8 No.1' SHE SHEET +19 'kI'NE 'A -3a' ` `SHEET TRACT BOU N DA t M C13 No., 4 sl SHEET 1 30' EXISTING S0• CA ENT EDISON EASE'S SHEET 6 mamosm WERE=" , W&IMERM mvmsvm MONSOON MOSLEM LEGEND OF ABBREVIATIONS & SYMBOLS T. C. TOP OF CURB -- "'�-- 100 - EXIST. CONTOUR F.L. FLOWLINE ELEV. - 100PROP. CONTOUR T.G. TOP OF GRATE PROPERTY LINE G.B. GRADE BREAK 22%__ STREET FLOW RATE INV. INVERT OF DRAIN - - GRADED SWALE N.T.S. NOT TO SCALE - - CENTERLINE R.G. ROUGH GRADE FLOWLINE T. D. E.P. TDP OF DIKE �I� EDGE OF PAVEMENT - - II - -�L - DAYLIGHT LINE/LIMITS OF GRADING OF SLOPE o METAL HAND RAILINGS EmTOP TOE OF SLOPE - -F C -� - - - CUT/FILL LINE TOPOGRAPHIC SURVEY SOURCE: SOILS ENGINEER: TELEPHONE (909) 687-4252 GEO CON WEST, INC. UPDATED BY HUSKER & ASSOCIATES WITH TRADITIONAL 41571 CORNING PLACE SURVEY METHODS IN 2013 & AERIAL PHOTOGRAPHIC METHODS, FLOWN 09/12/2003 BY.- SUITE 101 MARIETTA, CA 92562-7065 INLAND AERIAL SURVEYS INC. TELEPHONE (951) 304-2300 Know what's below. 7117 ARLINGTON AVENUE, SUITE A 1!011 A44b foreyou All RIVERSIDE, CA. 92503 CONSTRUCTION RECORD DATE I BY CONTRACTOR INSPECTOR 0 DATE COMPLETED �o REVISIONS WVfS-01> STORM DRAIN LTA A-3 RAV`O M00 V6W wETLWo Ar IAT.C. A-36% $ A -3b SI - U T ' JWTD LlOt 6-1 AT REVI66A M MQ 61R,PP W V'D D N,6NS1oNS' R9 BA&AJ A' Vld 4 A D 11ASA ?ACIK TO OVi1 I sm U)WSM SAW 5 So TOtA D,S r OWNER: REGENT NICOLAS 73, LLC 11990 SAN VICENTE, BLVD, SUITE 200 LOS ANGELES, CA 90049 (310) 806-9800 FAX (310) 806-9801 7n, COUNTIES w f CO. EASEMENT SHEET NO DESCRIPTION I TITLE SHEET 12 2-3 ROUGH GRADING DETAIL SHEET 1,532 S.F. 4-8 ROUGH GRADING PLAN SHEET CONSTRUCT SPLASH WALL PER -DETAIL B ON SHEET" 2 ............................ 9 EROSION & SEDIMENT CONTROL INDEX & DETAIL SHEET 10-11 EROSION & SEDIMENT CONTROL PLAN 12 ROUGH GRADING CROSS SECTIONS 13-14 STORM DRAIN DETAIL SHEET E 15 LINE A-1 PLAN & PROFILE 12,565 16 LINE B-1, LINE B -1A, LINE B-1 B PLAN & PROFILE 17 LINE B-1 PLAN & PROFILE CONSTRUCT EMERGENCY OVERFLOW CHANNEL PER DETAIL G Oil SHEET 3 .......... 18 LINE A-2, LINE B-2 & LINE B-3 PLAN & PROFILE 19 LINE A-3 PLAN & PROFILE C.Y. L'�al#I nr,Ty� - AND RIGHT OF �lA Y 1cfv I--.- LINE 'Afy SHEET SHEET 8 f HINIA- M I I C,qC EA % EDISO EMEN % f r I I � I � I ROUGH GRADING - - CONSTRUCTION NOTES QUANTITIES 12 ---- CONSTRUCT 12' WIDE CONCRETE ACCESS ROAD PER DETAIL A ON SHEET 3 1,532 S.F. cif 8�--- CONSTRUCT SPLASH WALL PER -DETAIL B ON SHEET" 2 ............................ ....... 97 L.F. BALANCE. o C. Y. C CONSTRUCT 3' V -DITCH PER DETAIL C ON SHEET 2 ........... .1,993 L.F. EXISTING CMP PIPE D�--- CONSTRUCT 5' TERRACE DRAIN PER DETAIL D ON SHEET 2. • ..:...........................1,641 L.F. E CONSTRUCT 3' TERRACE DOWN DRAIN. PER DETAIL E ON SHEET 2 ...... ...... ......... -103 L.F. 12,565 I F ---- INSTALL CABLE RAILING PER CALTRANS STANDARD PLAN ON SHEET 2 • ........................342 L. F. 1,532 G CONSTRUCT EMERGENCY OVERFLOW CHANNEL PER DETAIL G Oil SHEET 3 .......... . ........... 3 E.A. BEDROCK & OVERSIZED ROCK BULKING (2.5q) (156, 000 C. Y.) 'J CONSTRUCT SAND FILTER BASIN PER DETAIL H ON SHEET 3 1 E.A. C.Y. 1-- NOT USED . ...... 34 C, Y. aJ --- CONSTRUCT DOWN DRAIN TO CURB OUTLET TRANSITION PER DETAIL J ON SHEET 3. • . . . 3 E.A. K CONSTRUCT V -DITCH DRAIN TO PIPE TRANSITION STRUCTURE PER DETAIL K ON SHEET 2 . • . . . . . 1 E.A. BASIS OF BEARINGS L CONSTRUCT CONCRETE FOREBAY AND BERM PER DETAIL L ON SHEET 3:........ • .....' . • ..... .3 E.A. LOS ANGELES, CA 90049' M - CONSTRUCT D. G. REGIONAL TRAIL PER DETAIL M ON SHEET J. _ 972 L.F. 230, 776 N CONSTRUCT A. C. REGIONAL TRAIL PER DETAIL N ON SHEET 3 2,318 L. F. 15 0 - CONSTRUCT TQ" PVC PIPE AND CONNECT TO CATCH BASIN .97 L.F. o RETAINING WALL TO BE C�TRUCTED PER SEPERATE PERMIT... ; ...: :...............:........7 E.A. G. Y. 16,154 CONSTRUCT STREET 01UMBAGGING PER DEi`AIL ON SHEET 9 _ ......... ....... 1,789 L.F. PER CAL TRAILS STD DWG D866` ON SEIEET 13 R CONSTRUCT CHECKDAM -PER DETAIL ON SHEET 9 .650 F. S CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL Sll 9 2 E.A. C.Y. T INSTALL SILT FENCE PER DETAIL ON SHEET 9 . .......... • ... ....... r ... 12,189 I: F. INSTALL JUNCTION STRUCTURE 6 PER R.CFC & U HYDROSEED SLOPES/PADS..................:....:..:........:;.........,.........322,955 S.F. r Y INSTALL FIBER ROLLS PER DETAIL ON SHEET' •13,440 L.F. I STORM DRAIN 3 Cts TRU. TION I TIES. 1 ` INSTALL 18" H.D.P.E. PIPE (DUAL WALL) . ........... .. ..... 1,594 L.F. f I t 22 - ---- INSTALL 24" H. D.P.E. PIPE (DUAL. WALL)...... 610 L.F. i 3 INSTALL 18" R.C.P. PIPE (D-2000) , .. 50 L.F. 4 4 INSTALL 24 R.C.P. PIPE (D-2000) 1 560 L.F. 5 CONSTRUCT MODIFIED CURB INLET C.B. NO, 1 PER 15 E.A R G F C. & W.C.D CB 1010 AND DETAIL ON SHEET 14 CONSTRUCT J.S. NO. 2- . ....... .........;? 2 E.A. PER R. C.F.C. & W.C.D STD DWG NO. JS . 227 i 7 CONSTRUCT M.H. NO. 1 9 E.A.. PER R.C.F.C. & W.C.D STD DWG NO. MH 251 8-- INSTALL MODULAR WETLAND SYSTEM 1 EA. MWS -L -4-4-C PER DETAIL 22 ON SHEET 14 INSTALL MODULAR WETLANO SYSTEM MWS -8-18-c- 1 EA o PER DETAIL 23 ON SHEET 14 10 CONSTRUCT CONCRETE COLLAR 10 E.A. PER R.C.F.C. & W.C.D STD DWG NO. M 803 11 CONSTRUCT OUTLET STRUCTURE PER .............:...:.: ... 2 E.A. ESTIMATES OF EARTHWORK QUANTITIES: DETAIL 21 ON SHEET 14 MISCELLANEOUS REMEDIAL 0 C. Y. 13, 795 C. Y. LEGAL DESCRIPTION - - CUT _'C._Y. FILL 12 REMOVE EXISTING CMP INLET AND . ....................................... ......... .... 1 E.A. cif RAW CUT/FILL 222,695 BALANCE. o C. Y. 179, 500 C.Y. WDID.1404j-33C376369.�r- EXISTING CMP PIPE SHRINKAGE (79) 0 C. Y. 12,565 C.Y. 13 NOT USED ............................:..:....::.......,:.:,. 1,532 F. SOILS REPORT PREPARED BY GEOCON WEST, INC. AS PROJECT NUMBER (RESPONSIBLE PERSON) AT 310 $06-9818 BEDROCK & OVERSIZED ROCK BULKING (2.5q) (156, 000 C. Y.) 3, 900 C. Y 0 C.Y. 14 ; CONSTRUCT RIP- RMP .................. ......:.....: ,93 . ...... 34 C, Y. - INVESTIGATION AND PERCOLATION TESTING, NICOLAS 73, SE OF NICOLAS AND VA 11990 SAN VICEIUTE BLVD, SUITE 2110 BASIS OF BEARINGS LOBO, TEMECULA, CALIFORNIA PER DETAIL 20 ON SHEET' 2900 ADAMS STREET, SUITE A-15 LOS ANGELES, CA 90049' Li ALLUVIUM REMOVAL 230, 776 C.Y. 230,776 C.Y.o 15 CONSTRUCT HEADWALL . .......... 4 E.A. o SHRINKAGE (7q) 0 G. Y. 16,154 C.Y. PER CAL TRAILS STD DWG D866` ON SEIEET 13 AND BONDING PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR D I T U R E D 0 . OVER -EXCAVATION TRANSITION LOTS 16,900 C.Y. 16,900 C Y. 16 INSTALL JUNCTION STRUCTURE 6 PER R.CFC & Wxs. 2 E.A.. 423 C.Y. 0 C. Y. JS 231 SUBSIDENCE 0 C. Y. 5,001 C. Y. 17 INSTALL CATCH BASIN FILTER INSERT PER DETAIL ON SHEET 14 ......... 259 L.F. - (0.1 ' OVER 3 1. 0 ACRES) 0 C. Y. MISCELLANEOUS REMEDIAL 0 C. Y. 13, 795 C. Y. LEGAL DESCRIPTION - - TOTALS 4 74, 692 C. Y. 4 74, 692 C. Y. AP: 919-350-017 THROUGH 020 BALANCE. o C. Y. EMERGENCY CO TACT RISS LEV„EI.. 2 WDID.1404j-33C376369.�r- PARCELS 1 THROUGH 4 INCLUSIVE, TOGETHER WITH LETTERED LOTS B THROUGH H INCLUSIVE, REMEDIAL QUANTITIES ARE DETERMINED PER THE RECOMMENDATIONS OF THE IN CASE OF EMERGENCY, CALL JEFFREY D/NKIN Q�� ��...� 24-HOUR EMERGENCY CONTACT o AS SHOWN BY PARCEL MAP 9783, ON FILE IN BOOK 54 PAGE 45 OF PARCEL MAPS, RECORDS SOILS REPORT PREPARED BY GEOCON WEST, INC. AS PROJECT NUMBER (RESPONSIBLE PERSON) AT 310 $06-9818 BRAN LOWELL, PE, QSD, QSP JEFFREY DINKIN OF RIVERSIDE COUNTY, CALIFORNIA T2523-22-01, DATED FEBRUARY 3, 2016 ENTITLED UPDATE GEOTECHNICAL (24-HOUR PHONE NUMBER). HUNSAKER & ASSOCIATES REGENT AN VI S TE TLC '�? . INVESTIGATION AND PERCOLATION TESTING, NICOLAS 73, SE OF NICOLAS AND VA 11990 SAN VICEIUTE BLVD, SUITE 2110 BASIS OF BEARINGS LOBO, TEMECULA, CALIFORNIA 2900 ADAMS STREET, SUITE A-15 LOS ANGELES, CA 90049' NOTE. GROSS AREA: RIVERSIDE, CA 92504 (310) 806--980D N BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL 73.3 ACRES (3,192,948 S.F.) PHONE. (951) 352-7204 FAX 806-9.801 SYSTEM, ZONE 6, NAND 83(1995.50), ADJUSTMENT AS DETERMINED LOCALLY BY THE VOLUMES OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING (310) LINE BETWEEN NAGS CONTROL STATIONS "ROSA" AND "DASH" SHOWN HEREON AS NORTH '30" AND BONDING PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR D I T U R E D 33°51 EAST. COMPUTING HIS OWN QUANTITIES FOR CONTRACT PURPOSES. SHRINKAGE, E AREA DATE ACC'D BENCH MARK�`���� BENCHMARK: SCALE �-�'9ROFESS/ONq��� FROM THE INT. OF RANCH CALIFORNIA RD. AN //��� HUDDLES `l FRONT ST. 1.7 MILES NW ON FRONT ST. - HORIZONTAL JEFFERSON AVE. TO THE INT. OF JEFFERSON AND WINCHESTER (HWY 79), 2.0 MILES NE ON Z % �- ;. WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1"=40' +� � NO. 58020 THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF > I:. CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL SE LY COR BRIDGE OVER SANTA GERTRUDISl 9 / V � 3 I'' CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. OF ELEVATION BASED UPON THE NGVD 29 DATUM 1"=4'\\ CAL\��� F-- U.S.G.S. BM. N0: T 46-81 ELEV. = 1097.16 \�~��`~ PAUL R. SUBSIDENCE, AND ANY REMOVALS ARE BASED ON FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY VARY 30.8 ACRESLD1 5-4493 HUNSAKER &ASSOCIATES DRAWING NO. R V I N E 1 N C CITY UFEa 0- INLAND EMPIRE REGION f Q 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: v RIVERSIDE CA 92504 (951)352-7200TM si ' E PLANNING ■ ENGINEERING f SURVEYING f GOVERNMENT RLATIONS � � 0 QED UNDER THE SUPERVISON OF ` ? �ROUGH GRADING, EROSION AND SEDIMENT APPROVED BY: DATE., THOMAS W. GARtIA7, CONTROL, AND PRIVATE 4� zx�� DATE: f DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DDLESTON, JR. R.C.E. NO. 58020 R.C.E. NO. 48279TITLE SHEET SHEET F - c N. T. S. T.I.=6.0, A.C.=4" C.M.B.=6.5" R=30 37' R/W CONCRETE SIDEWALK TYP TYP \ ADDITIONAL STREET UNDERCUT FOR 6"TYP. STREETS WITH STORM DRAIN ONLY ROUGH GRADE LINE LINDEN COURT (STA 1 +80.34 TO STA 7+39.59) (PRIVATE) N.T.S. T.I.=6.0, A.C.=4" C.M.B.=6.5" R=30 R/W 77' 11' 22' 20' 24' 6' TRAIL /W 2' PROVIDE 3/4'x2" NOTCH IN WALLS TO RECEIVE 6„ \3,-6„ 6„ GR ATIA 1 1 III- SEE 4 I It � 11 SECTION B -B SECTION A -A B NOTES: 1. GRATES SHALL BE HOT DIP GALVANIZED AFTER No, 4 GALV. SUPPORT FABRICATION BARS AT 9" O.C. 2. REINFORCING STEEL FOR BASIN SHALL BE #4 BARS AT ±18" CENTERS PLACED 1-1/2" CLEAR TO INSIDE OF BOX. 200'-O"? 3/4" 2 3/16 34';O EYE BOLTS IN Y4"4 BOLT -PEEN END @ JAW END A 2 Y;'O CABLE TYP. /8 0 DRILLED HOLES. /6 PtO TURNBUCKLE WITH CLAMPS PER END PEEN ENDS OF 4Y2" ADJUSTMENT TYP BOLTS TYP EXPOSE 1-1/4'A' dU J 3" THRTION READED F I - DRILLED ANCHOR BOLT ° 'N DRAIN /2"x6GAL ER PLAN 1 " V. ANCHOR BOLTS14 SET IN CONC. (8 TOTAL) DETAIL A WELD WASHERS TO REMOVABLE GRATE (3 TOTAL) DOWN DRAIN PER PLAN 6" 3 16 0 J. 0A311'4 BOTTOM SHALL BE FORMED TO DRAIN No. 4 PERIMETER TOWARD OUTLET PIPE FROM ALL DIRECTIONS 2" AND SHALL BE TROWEL FINISHED. PIPE PER PLAN 6 - SUPPORT BARS 6„ No. 4 GLV. BARS AT 3" O.C. V -DITCH DRAIN TO PIPE TRANSITION STRUCTURE DETAIL WELDED TO GALV. #4 r -� - - -- --- SUPPORT BARS 6' BENCH MARK 12' R/W 6' 12' ESMT. ' R/W BENCHMARK: 41 FROM THE INT. OF RANCH CALIFORNIA RD. AN FRONT ST. 1.7 MILES NW ON FRONT ST. - JEFFERSON AVE. TO THE INT. OF JEFFERSON WIN HORIZONTAL 16' 16' 4.5' AND WINCHESTER (HWY 79), 2.0 MILES NE ON WINCHESTER RD. (HWY 79) TO A BRIDGE OVER j 2' S.0' 4.0' 0.5' 2% THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF CENTERLINE OF WINCHESTER RD. (HWY 79) AT 0.5' 4.0' 5.0' 2' .yam P.U.E. SE'LY COR BRIDGE OVER SANTA GERTRUDIS +0E. .05' j P. U. � 1"=4' 29 2% LEVEL LINE ' U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 2% .._ _. ,.. ....,. • >. TYP EXISTING C&G -� �9�c NPTYP BE MAI ROUGH GRADE LINE 12 AND OVERLAY EXIST. 12" CONCRETE SIDEWALK PAVEMENT 2" TYP STREETS WITH STORM DRAIN ONLY TYP CONCRETE SIDEWALK 6" TYP. 6' TYP. ADDITIONAL STREET UNDERCUT FOR ROUGH GRADE LINE STREETS WITH STORM DRAIN ONLY MULBERRY COURT, BLACKTHORN STREET, ALDER COURT KOA COURT & LINDEN COURT (STA 7+39.59 TO STA 16+75.07) (PRIVATE N. T. S. T.I.=6.0, A.C.=4" C.M.B.=6.5" R=30 37' R/W CONCRETE SIDEWALK TYP TYP \ ADDITIONAL STREET UNDERCUT FOR 6"TYP. STREETS WITH STORM DRAIN ONLY ROUGH GRADE LINE LINDEN COURT (STA 1 +80.34 TO STA 7+39.59) (PRIVATE) N.T.S. T.I.=6.0, A.C.=4" C.M.B.=6.5" R=30 R/W 77' 11' 22' 20' 24' 6' TRAIL /W 2' PROVIDE 3/4'x2" NOTCH IN WALLS TO RECEIVE 6„ \3,-6„ 6„ GR ATIA 1 1 III- SEE 4 I It � 11 SECTION B -B SECTION A -A B NOTES: 1. GRATES SHALL BE HOT DIP GALVANIZED AFTER No, 4 GALV. SUPPORT FABRICATION BARS AT 9" O.C. 2. REINFORCING STEEL FOR BASIN SHALL BE #4 BARS AT ±18" CENTERS PLACED 1-1/2" CLEAR TO INSIDE OF BOX. 200'-O"? 3/4" 2 3/16 34';O EYE BOLTS IN Y4"4 BOLT -PEEN END @ JAW END A 2 Y;'O CABLE TYP. /8 0 DRILLED HOLES. /6 PtO TURNBUCKLE WITH CLAMPS PER END PEEN ENDS OF 4Y2" ADJUSTMENT TYP BOLTS TYP EXPOSE 1-1/4'A' dU J 3" THRTION READED F I - DRILLED ANCHOR BOLT ° 'N DRAIN /2"x6GAL ER PLAN 1 " V. ANCHOR BOLTS14 SET IN CONC. (8 TOTAL) DETAIL A WELD WASHERS TO REMOVABLE GRATE (3 TOTAL) DOWN DRAIN PER PLAN 6" 3 16 0 J. 0A311'4 BOTTOM SHALL BE FORMED TO DRAIN No. 4 PERIMETER TOWARD OUTLET PIPE FROM ALL DIRECTIONS 2" AND SHALL BE TROWEL FINISHED. PIPE PER PLAN 6 - SUPPORT BARS 6„ No. 4 GLV. BARS AT 3" O.C. V -DITCH DRAIN TO PIPE TRANSITION STRUCTURE DETAIL WELDED TO GALV. #4 r -� - - -- --- SUPPORT BARS R/W 12' Know what's below. Cali 81 1 before you dig. CONSTRUCTION RECORD DATE BY CONTRACTOR INSPECTOR DATE COMPLETED REVISIONS N. T. S. B PLAN VIEW P/L 25' ACCESS EASEMENT 2, 22' 1' 0.5' 1.5' P 27. ROUGH GRADE LINE �9 ADDITIONAL STREET UNDERCUT FOR 6"TYP, 12 STREETS WITH STORM DRAIN ONLY TYP PRIVATE ACCESS EASEMENT AT LOTS 82 & 83 N. T. S. T.1.=6.0, A.C.=4" C.M.B.=6.5" R=30 R/W 12' 5' TRAIL. 2% SIDEWALK TO BE MAINTAINED BY HOA DATE 6' BENCH MARK 12' 6' 12' ESMT. SCALE BENCHMARK: FROM THE INT. OF RANCH CALIFORNIA RD. AN FRONT ST. 1.7 MILES NW ON FRONT ST. - JEFFERSON AVE. TO THE INT. OF JEFFERSON WIN HORIZONTAL AND WINCHESTER (HWY 79), 2.0 MILES NE ON WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1"=40' +0.02' 2% THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL 2% SE'LY COR BRIDGE OVER SANTA GERTRUDIS LEVEL LINE j u. 1"=4' - - 12" U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 .._ _. ,.. ....,. • >. TYP EXISTING C&G -� 12" BE MAI GRIND AND OVERLAY EXIST. TYP ADDITIONAL ADDITIONAL STREET UNDERCUT FOR BY HOA PAVEMENT 2" MINIMUM THICKNESS STREETS WITH STORM DRAIN ONLY 6" TYP. VIA LOBO (PUBLI C ROUGH GRADE LINE N.T.S., T.I.=6.0, A.C.=4" C.M.B.=6.5" R=30 R/W 12' Know what's below. Cali 81 1 before you dig. CONSTRUCTION RECORD DATE BY CONTRACTOR INSPECTOR DATE COMPLETED REVISIONS N. T. S. B PLAN VIEW P/L 25' ACCESS EASEMENT 2, 22' 1' 0.5' 1.5' P 27. ROUGH GRADE LINE �9 ADDITIONAL STREET UNDERCUT FOR 6"TYP, 12 STREETS WITH STORM DRAIN ONLY TYP PRIVATE ACCESS EASEMENT AT LOTS 82 & 83 N. T. S. T.1.=6.0, A.C.=4" C.M.B.=6.5" R=30 R/W 12' 5' TRAIL. 2% SIDEWALK TO BE MAINTAINED BY HOA DATE ACC'D BENCH MARK SCALE BENCHMARK: FROM THE INT. OF RANCH CALIFORNIA RD. AN FRONT ST. 1.7 MILES NW ON FRONT ST. - JEFFERSON AVE. TO THE INT. OF JEFFERSON HORIZONTAL AND WINCHESTER (HWY 79), 2.0 MILES NE ON WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1"=40' THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL SE'LY COR BRIDGE OVER SANTA GERTRUDIS CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. ELEVATION BASED UPON THE NGVD 29 DATUM 1"=4' U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 - #3 ® 24" O.C. 8"X6"X16" CONC. BLOCKS, GROUT ALL CELLS SOLID SEE CONSTRUCTION NOTES FOR PAVED DRAINAGE FRESH CONCRETE SPLASH WALL B N.T.S. A� C�z o'I i&� CONCRETE INTERMEDIATE TURNBUCKLES PIPE NPS / 1Y4 STD _ TRUSSDOE TOSLOPE E OF FER � I 1 UA r% i &P L L4 -J 4'-0" I 10'-0" MAX J TYP END SPAN TYP INTERMEDIATE SPAN NOTES: 1. MAXIMUM DISTANCE BETWEEN TURNBUCKLES SHALL BE 200'-0"t. I 2. INTERMEDIATE TURNBUCKLES TO BE PLACED IN ADJACENT SPANS. 3. CABLE SHALL NOT BE SPLICED BETWEEN INTERMEDIATE TURNBUCKLES 00 I AND END POSTS. '0 4. ALL POSTS, CABLE, AND HARDWARE TO BE GALVANIZED. 5. POSTS TO BE ' VERTICAL. 6. ALIGNMENT OF HOLES IN POSTS MAY VARY TO CONFORM TO SLOPE OF TOP OF RETAINING WALL. 7. THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD ' BEFORE ORDERING OR FABRICATING ANY MATERIAL. 8. ALTERNATIVE DETAILS MAY BE SUBMITTED BY THE CONTRACTOR FOR � MIN APPROVAL BY THE ENGINEER. 8" 9. LINE POSTS SHALL BE BRACED HORIZONTALLY AND TRUSSED DIAGONALLY IN BOTH DIRECTIONS AT INTERVALS NOT TO EXCEED 1000'. 10. POST POCKETS TO BE CENTERED IN TOP OF WALL. SECTION A -A 11. TYPICAL END SPANS, BRACED IN BOTH DIRECTIONS, SHALL BE CONSTRUCTED PROPOSED AT CHANGES IN LINE WHERE THE ANGLE OF DEFLECTION IS 15' OR MORE. 12. PROVIDE THIMBLES AT ALL CABLE LOOPS. F CABLE RAILING N.T.S. CONSTRUCTION NOTES FOR PAVER DRAINAGE DEVICES 1. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3" CONC. OR GUNITE W/ 6"X6" - W/ 1.4 X W 1.4 W.W.F. (WELDED WIRE FABRIC) OR APP'D EQUAL. 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF PAVING. 3. GROUND SHALL BE PRE -WET TO THE SATISFACTION OF THE BUILDING OFFICIAL OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE LOSS RETARDANT. 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR GUNITE & MAY BE INSTALLED WITH 6"X 6 W /1.4 X W 1.4 WELDED WIRE MESH (W.W.M.). 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION STRENGTH AT 28 DAYS OF 2500 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. 7. TERRACE DRAINS, DOWN DRAINS AND SPLASH WALLS TO BE INTEGRAL COLORED CONCRETE TO BLEND WITH SURROUNDING SOIL COLOR. OR EXISTING GROUND 36" 4" 2 SEE CONSTRUCTION NOTES 12" 18" 18" MIN.--�-'�R- 2 27.MIN. LEVEL LINE 2% M,NK 1 3 III SEE 'CONSTRUCTION NOTES' ►I FOR PAVED DRAINAGE 117 DEVICES HEREON 1Y V --DITCH DETAIL C N.T.S. 12" MIN. 30" 30" 6" SPLASH WALL SEE DETAIL 8 AS NEEDED; PER PLAN r .• �� 5% MIN. I ` IN POINT 1� H GE 2 LEVEL LINE 6„ a OPTIONAL_ 2„ 7» SEE 'CONSTRUCTION NOTES' 3„ FOR PAVED DRAINAGE DEVICES HEREON 5' TERRACE DRAIN DETAIL U N.T.S. HUNSAKER & ASSOCIATES I R V I N E I N C �o HUDDL£sl �Fl INLAND EMPIRE REGION 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: RIVERSIDE CA 92504 (951)352-7200 w ° NO. 58020 m PLANNING ■ ENGINEERING ■ SURVEYING ■ GOVERNMENT RLATIONS PLANS PREPARED R T UP I NOF l LIAO C `P%/ THOM�SED BY:W. GA CIA � �.�s �- DATE: S ,��\\` OF' pA� F-�r DATE: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER CPp_ PAUL R UDDLESTON, JR. R.C.E. NO. 58020 R.C.E. NO. 48279 FOR PAVED DRAINAGE DEVICES HEREON 3'-O"r_1 4" "O)PTIONAI�-6'X6" - W1.4XW1.4 W.W.M. 18" O a a; .. DOWN DRAIN ANCHOR v a a N 0 4 BARS SECTION D -D SEE CONSTRUCTION NOTES FOR PAVED n, 4 DRAINAGE DEVICES HEREON �D a a a w a c 12" BEND ° a 2 °°. C W I� F.L. #4 BARS a a r__ ° o o F. L, 1a cp I8" _j�_ d DOWN DRAIN ANCHORS CONSTRUCTED EVERY 10' IN VERTICAL HEIGHT AND AT TOP AND TOE OF DDWNN DRAIN. Q 8»' DOWN DRAIN TERRACE DOWN DRAIN DETAIL 0 N N.T.S. r - CN c CITY OF t •4 • ROUGH GRADING PLA DETAIL DRAWING NO. 1 0 4 o SHEET 2 OF o n.. C'rr nrr"n Tn n1111 IT I -EXPOSE 1-1/4" PORTION ' THREADEDOF 4 ANCHOR BOLT 3 16" N pd TO GALV. #4RWELDED SUPPORT BARS --- \` - TYP. I PLAN VIEW CASE2 D - NOTES: °1. GROUND SHALL BE PRE -WETTED TO THE SATISFACTION 8 I I - OF THE BUILDING OFFICIAL PRIOR TO PLACEMENT OF ° CONCRETE. o ° I L 0 2, MATERIAL FOR CONSTRUCTION OF DOWN DRAIN SHALL ° D 7L i BE CONCRETE REINFORCED WITH 6"X6" W1.4XW1.4 3=,= D WELDED WIREFABRIC. /D ______.._.................._........._._____._--_.._ ° ° 3. DOWN DRAIN TO CURB OUTLET TRANSITION SHALL NOT 1--1/2"X6" GALV. ANCHOR BOLTS BE USED WITHIN PUBLIC ROAD RIGHT-OF-WAY. SECTION B -B SET IN CONCRETE (4 TOTAL) 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. DOWN DRAIN TO CURB OUTLET TRANSITION DETAIL - PROVIDE 3/4"X2" NOTCH IN HEADWALL -� 6" PERFORATED) AND DOWN DRAIN TO RECEIVE GRATING DOWN DRAIN PJVV _ \, i '__... s_____.._.. VARIES WITH SLOPE' ____ ___________.____.___._._m.__._..___..___._.__ ___ \ CONSTRUCTION NOTES FOR PAVED TRANSITION DRAINAGE DEVICES MIN. 1, PAD ELEV 2:1 MAX. ELEV.--,,,LESS / 1. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3" CONC. OR TOPITOE OF 0 0 0 GUNITE W/ 6"X6" - W/ 1.4 X W 1.4 W.W.F. (WELDED WIRE FABRIC) OR 18" SAND a APP'D EQUAL. / a 1; 4" I -� - 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF PAVING. 4" -CONCRETE HEADWALL 3 3. GROUND SHALL BE PRE -WET TO THE SATISFACTION OF THE BUILDING "C -C" o -- OFFICIAL OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. TYPICAL REARYARD C)0 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE LOSS RETARDANT. CURB OUTLET 6$12% SEE CONSTRUCTION NOTES 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR GUNITE & MAY BE > STD. 301 MODIFIED - FOR PAVED DRAINAGE ° INSTALLED WITH 6"X 6" W /1.4 X W 1.4 WELDED WIRE MESH (W.W.M.). 2:1 MAX. SECTION "B -B" DEVICES HEREON 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION STRENGTH AT 4f$ FINISHED GRADE --- 28 DAYS OF 2500 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND GRAVEL SECTION A -A SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. 6" 27. MIN. -207. MAX. --'PAD 7. TERRACE DRAINS, DOWN DRAINS AND SPLASH WALLS TO BE INTEGRAL FLOOD CONTROL B COLORED CONCRETE TO BLEND WITH SURROUNDING SOIL COLOR. 'A " 3'WELD WASHERS TO REMOVABLE GRATE ' RNV--, z TRANSITION ; �. UNDERDRIANS /-_#4 GALV. P-100.0 11 P-99.0 / SUPPORT c CURB OUTLET DETAIL FOR CONSTRUCTION_` 3 16' BARS @ 9" O.C. STD. 301 A TYP. % A i mm31 " "BASIN GUIDELINES" 1. SECTION "A -A" APPLIES WHEN THE 3. IN NO CASE SHALL THE SWALE A j/ WELD WASHERS TO REMOVABLE GRATE N.T.S. DIFFERENCE IN PAD ELEVATIONS B / B DATE SWALE LOCATION \ I CURB OUTLET#4 PERIMETER � /-#4 GALV. STD, 301 SUPPORT BARS 3 16" // BARS ©T 9" O.C. 5' FROM BLDG. LINE. A TYP./ A R.G. SETBACK LINE µ " J / 4' L #4 GALV. BARS AT 3" O.C. WELDED (VERTICAL CUT) DIFFERENCE IN PAD ELEVATIONS IS 4. TO GALV. #4 SUPPORT BARS B - PLAN VIEW CASE # 1 ' #4 PERIMETER SUPPORT BARS C'rr nrr"n Tn n1111 IT I -EXPOSE 1-1/4" PORTION ' THREADEDOF 4 ANCHOR BOLT 3 16" N pd TO GALV. #4RWELDED SUPPORT BARS --- \` - TYP. I PLAN VIEW CASE2 D - NOTES: °1. GROUND SHALL BE PRE -WETTED TO THE SATISFACTION 8 I I - OF THE BUILDING OFFICIAL PRIOR TO PLACEMENT OF ° CONCRETE. o ° I L 0 2, MATERIAL FOR CONSTRUCTION OF DOWN DRAIN SHALL ° D 7L i BE CONCRETE REINFORCED WITH 6"X6" W1.4XW1.4 3=,= D WELDED WIREFABRIC. /D ______.._.................._........._._____._--_.._ ° ° 3. DOWN DRAIN TO CURB OUTLET TRANSITION SHALL NOT 1--1/2"X6" GALV. ANCHOR BOLTS BE USED WITHIN PUBLIC ROAD RIGHT-OF-WAY. SECTION B -B SET IN CONCRETE (4 TOTAL) 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. DOWN DRAIN TO CURB OUTLET TRANSITION DETAIL TOP OF SLOPE SHOWN ON PLS Know what's below. Call 81 1 before you dig. CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED ' N.T.S. 6" PERFORATED) 2 PAD ELEV. +12" 5' P.L. F. L. 24" STORM N SEE NOTE 4 ! MIN. 1, PAD ELEV 2:1 MAX. ELEV.--,,,LESS N.T.S. TOP OF BERM ELEV - i ��" TOPITOE OF ,: 18" SAND = PAD ELEV. i SLOPE SHOWN / (MIN.) DETAIL NOTES RADE ' ' " PAD ELEV ON PLAN `7 "C -C" 2% MIN.- TYPICAL REARYARD 1� 27. ,MIN. -209' MAX. PAD ELEV. -2:1 MAX. 2% MIN. GRAVEL THAN 5' HIGH UNLESS SHOWN OTHERWISE ON PLAN 2:1 MAX. SECTION "B -B" LOT NO. -- FINISHED GRADE --- GRAVEL 6 100 6" 27. MIN. -207. MAX. --'PAD ELEV. �_- FLOOD CONTROL PERFORATED 1A 101 'A " = z � , z NOTE: SECTION -A UNDERDRIANS P-1 3.5 ';%` P-100.0 11 P-99.0 NOTES DETAIL FOR CONSTRUCTION_` UNDERCUT LINE 2. SEE RIVERSIDE COUNTY FLOOD CONTROL PAD ELEV " "BASIN GUIDELINES" 1. SECTION "A -A" APPLIES WHEN THE 3. IN NO CASE SHALL THE SWALE A j/ TYPICAL R. G. B N.T.S. DIFFERENCE IN PAD ELEVATIONS FLOWLINE BE LOWER THAN THE DATE SWALE LOCATION EXCEEDS 1.0'. BOTTOM OF FOOTING WITHIN �o 9j BENCH MARK "B 5' FROM BLDG. LINE. R.G. SETBACK LINE 2• SECTION -B" APPLIES WHEN THE (VERTICAL CUT) DIFFERENCE IN PAD ELEVATIONS IS 4. PROVIDE 4' WIDE BY 1' HIGH BERM rZ 1.0' OR LESS, & THE EXTRA DEPTH OR EQUIVALENT ALONG THE TOP 12 IO %� OF FOOTING IS SHOWN ON THE PRECISE OF ALL FILL SLOPES OVER 5' HIGH. RAW jai f �'� GRADING & STRUCTURAL PLANS. , FACE OF CURB TYPICAL LOT ROUGH GRADING DETAIL ��,� 0� G �. �, ID RECTION OF FLOW 0 NG �. N. T. S. P.L. HORIZONTAL 5' MIN. FRONT ST. 1.7 MILES NW ON FRONT ST. - JEFFERSON AVE. TO THE INT. OF JEFFERSON TYPICAL LOT ROUGH GRADING F L. 3' MIN. TOP OF SLOPE SHOWN ON PLS Know what's below. Call 81 1 before you dig. CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED ' TOP OF BERM ELEV = 6" PERFORATED) 2 PAD ELEV. +12" PIPE - SUBDRAIN 24" STORM N SEE NOTE 4 2% MIN. PAD 1.0' OR PAD ELEV 2:1 MAX. ELEV.--,,,LESS N.T.S. - - -�� PAD ELEV. ,: 18" SAND El ISI IC- TO BE REMOVED (MIN.) DETAIL NOTES RADE ' ' " PAD ELEV SECTION "C -C" OPERATION TYPICAL REARYARD ROUGH GRADING 27. ,MIN. -209' MAX. NOTE: TO BE USED ABOVE GRADED SLOPES GREATER 2% MIN. GRAVEL THAN 5' HIGH UNLESS SHOWN OTHERWISE ON PLAN 2:1 MAX. SECTION "B -B" 10" MIN. -- FINISHED GRADE --- GRAVEL �4 �, r 2.5' UNDERCUT 4:1 _,_.y..._... -- 6" LAYER 1. SEE RIVERSIDE COUNTY FLOOD CONTROL PERFORATED 1A DISTRICTS APPENDIX 'B' - "UNDERDRAINS" PIPE NOTE: / UNDERDRIANS SEE WATER QUALITY BASIN DETAIL FOR CONSTRUCTION_` UNDERCUT LINE 2. SEE RIVERSIDE COUNTY FLOOD CONTROL DISTRICTS APPENDIX 'C' - "BASIN GUIDELINES" WATER QUALITY BASIN UNDERCUT DETAIL FOR ADDITIONAL GENERAL BASIN INFORMATION. N.T.S. DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE IO %� D• F 3 W�D D/NtJSIWS F4t B►A5lAl' ' SPIUWA 61`211 BENCHMARK: , FROM THE INT. OF RANCH CALIFORNIA RD. AN HORIZONTAL FRONT ST. 1.7 MILES NW ON FRONT ST. - JEFFERSON AVE. TO THE INT. OF JEFFERSON AND WINCHESTER (HWY 79), 2.0 MILES NE ON WINCHESTER RD. (HWY 79) TO A BRIDGE OVER THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF 1"=40' _ VERTICAL CENTERLINE OF WINCHESTER RD. (HWY 79) AT SE'LY COR BRIDGE OVER SANTA GERTRUDIS CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. ELEVATION BASED UPON THE NGVD 29 DATUM 1"=4' U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 _ 4" OPENING I j BERM SECTION B -B WEIR OUTLET I N FLOW 513 �. B CONCRETE FOREBAY / 4" WIDE RECTANGULAR 6" PERFORATED PIPE - NOTCH TYPE WEIR OUTLET SUBDRAIN 4:1 MAX OVERFLOW DRAIN OUTFLOW pop 6" SOLID PIPE - SUBDRAIN y� .. ..v. . 6" PERFORATED) 2A PIPE - SUBDRAIN 24" STORM PROFILE DRAIN LINE A-3 N.T.S. 18" SAND (MIN.) DETAIL NOTES `;: " 3" MIN PEA 1 A AASHTO NO. 57 OR 67 COARSE AGGREGATE LAYER GRAVEL FINE AGGREGATE PER ASTM C-33 10" MIN. GRAVEL GENERAL NOTES 6" LAYER 1. SEE RIVERSIDE COUNTY FLOOD CONTROL PERFORATED 1A DISTRICTS APPENDIX 'B' - "UNDERDRAINS" PIPE FOR ADDITIONAL INFORMATION REGARDING SECTION 'A -A' UNDERDRIANS SUBDRAIN 2. SEE RIVERSIDE COUNTY FLOOD CONTROL DISTRICTS APPENDIX 'C' - "BASIN GUIDELINES" FOR ADDITIONAL GENERAL BASIN INFORMATION. 3" MIN PEA GRAVEL 2A i NON -WOVEN GEOTEXTILE 1A �y MEMBRANE (120 GPM/SF) SECTION C -C 6" PERFORATED PIPE - -2" CLEAN SAND SAND BASIN (NO FINES) SUBDRAIN SAND FILTER BASIN REAR SIDE YARD P.L.(WHERE OCCURS) P.L.(WHERE OCCURS) I I TOP OF BERM SHOWN ON PLAN TOP OF SLOPE ----� PAD ELEVATIOP (AFTER REMOVAL - - - - - - OF BERM) TYPICAL BERM DETAIL 1. BERM DETAIL TO BE USED ON ALL SLOPES OVER 5' 2. BERM TO BE REMOVED PRIOR TO CONSTRUCTION OF WALLS AND FENCES CONCRETE FOREBAY 6" P.C.C. CLASS "A" CONCRETE �\ OVER 95% COMPACTED NATIVE OR \ PER SOILS ENGINEER RECOMMENDATIONS 21 1 5 M `l. TYP. CONCRETE FOREBAY & BERM DETAIL N.T.S. TRAIL EASEMENT WIDTH VARIES 4" THICK DECOMPOSED GRANITE OVER 90% COMPACTED NATIVE OR PER SOILS ENGINEER RECOMMENDATIONS DECOMPOSED G-. r MULTIPURPOSE TRAIL P. ELEV.=PJR PLAN INVERT ELEV. W.S.=PER PLAN SECTION B -B N.T.S. I. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 P.S.I. CONCRETE SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. 2. REINFORCING SHALL BE 6" X 6" - W1.4 X W1.4 WELDED WIRE MESH (W.W.M.) OR APPROVED EQUAL. 3. GROUND SHALL BE PRE -WETTED TO THE SATISFACTION OF THE BUILDING OFFICIAL PRIOR TO PLACEMENT OF CONCRETE. CURING COMPOUND SHALL BE USED WHEN REQUIRED BY THE BUILDING OFFICIAL. gni iRT 30' EMWD EASEMENT 10' VARIES 12' TRAIL EASEMENT & EMWD ACCESS ROAD 6" THICK A.C. PAVEMENT OVER 95% COMPACTED NATIVE OR PER SOILS ENGINEER RECOMMENDATIONS PLAN VIEW BASIN ?$AD7 N.T.S. HUNSAKER & ASSOCIATES �r QROFESS/ONS\\ 1 R V I N E i N C <)� �\Ij DLFSTq��\1� INLAND EMPIRE REGION 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: RIVERSIDE CA 92504 (951)352-7200 Z3 3'n ',r' 1 PLANNING • ENGINEERING • SURVEYING • GOVERNMENT RLATIONS W NO. 58020 % PLANS PREPARED UNDER THE PERVI OF APPROVED BY: DATE: 7 t,�\qTF C 1 V ,��// GL �v Z� DIRECTOR OMAS W. A °F cARECTOR OFPUBLIC WORKS/CITY ENGINEER �\ ��FJr' DATE. PAUL R. H DLESTON, JR. R.C.E. NO. 58020 R.C.E. N0. 48279 a ti', VARIES ti's A.C. PAVEMENT MULTIPURPOSE TRAIL/EMWD ACCESS N.T.S. 12' 2% 6" CONC. WITH 13 REBAR AT 4' x 4' SPACING ACCESS ROAD DETAIL N.T.S. 0 PLAN VIEW BASIN 818319 N.T.S. PER PLAN 15' PER PLAN 7.5' 6' , T �I CREST ELEV. ` 2%MIN PELL- �p _ - .-...... ..... -_ --......- : .- 1 2q6 2q _._._._.._..__.._.......... ._._..._ _._..._._... _ f � u FLOW LINE 6" _. O� O� v F SECTION A A CID N.T.S. o EMERGENCY SPILLWAY AT BAST >< '8„ TO BE MAINTAINED BY HOA N.T.S. LD1 5-4493 a CITY OF 1' 36479 ROUGH GRADING PLAN DETAIL SHEET SHEET 3 0 IN' ^M-4 01 LEGEND OF ABBREVIATIONS & SYMBOLS T. C. TOP OF CURB 100 — EXIST, CONTOUR F. L. FLOWLINE ELEV. 100— PROP. CONTOUR T. G. TOP OF GRATE PROPERTY LINE G.B. GRADE BREAK 2%, STREET FLOW RATE INV. INVERT OF DRAIN GRADED SWALE N.T.S. NOT TO SCALE CENTERLINE R.G. ROUGH GRADE FLOWLINE T. D. TOP OF DIKE DAYLIGHT LINE LIMITS OF GRADING EP. EDGE OF PAVEMENT TOP OF SLOPE METAL HAND RAILINGS TOE OF SLOPE F CUTIFILL LINE . ... ... ... ... .. .. ... .... .. ... ... RECORD DATE BY REVISIONS DATE AWD It SCALE .�Fo,?,of E S S It I? )IV 4N, I HUNSAKER & ASSOCIATES I R V I N E, INC. INLAND EMPIRE REGION Know what's below. Call 911 hafnra umidin- I 00'YEAR FEMA FLOOD PLAIN 'CONSTRUCTION NOTES A CONSTRUCT 12' WIDE CONCRETE ACCESS ROAD PER DETAIL A ON SHEET J 8 CONSTRUCT SPLASH WALL PER DETAIL B ON SHEET 2 7 C CONSTRUCT X V-&TCH PER DETAIL C ON SHEET .2 CONSTRUCT 5' TERRACE DR41N PER DETAIL D ON SHEET 2 R DETAIL E ►ON SHEET 2 E CONSTRUCT X TERRACE DOWN DRAIN PE ........ .. ........INSTALL CABLE RAILING PER CALTRANS STANDAR .... . ...... . G D PLAN ON SHEET 2 . ......... ....... ... CONSTRUCT EMERGENCY OVERFLOW CHANNEL PER DETAIL G ON SHEET 3 . . ........ . . ...... .. ........ CONSTRUCT DOWN DRAIN TO CURB OUTLET TRANSITION PER DETAIL J ON SHEET 3 ,f�l . . ........ CONSTRUCT CONCRETE FOREBAY AND DERE PER DETAIL L ON SHEET J ......... .... DET CONSTRUCT D.G. REGIONAL TRAIL Pf R AIL M ON SHEET 3 RETAINING WALL TO BE CON57RUCTED PER SEPERNTE. PEP.WT SEE SHEET 5 0 20 40 120 10 SCALE: 1 40 CONSTRUCTION RECORD DATE BY REVISIONS DATE AWD BENCH MARK SCALE .�Fo,?,of E S S It I? )IV 4N, I HUNSAKER & ASSOCIATES I R V I N E, INC. INLAND EMPIRE REGION DMWING No. CITY u"IF TEMEC'"U'LA 64,F) , — RECOMMENDED BY: DATE: Z REV155D RAMP 6RAPF., BENCHMARK: FROM THE INT. OF RANCH CALIFORNIA RD. AN 'MILES 0 14\eXeAVATe 13A61N 6 -M NA-nve; 0 CONTRACTOR FRONT ST. 1.7 NW ON FRONT ST. - JEFFERSON AVE. TO THE INT. OF JEFFERSON cn 2900 ADAMS STREET SUITE A-15 RIVERSIDE CA 92504 '(951)352-7200 TM36479 Know what's below. Call 911 hafnra umidin- I 00'YEAR FEMA FLOOD PLAIN 'CONSTRUCTION NOTES A CONSTRUCT 12' WIDE CONCRETE ACCESS ROAD PER DETAIL A ON SHEET J 8 CONSTRUCT SPLASH WALL PER DETAIL B ON SHEET 2 7 C CONSTRUCT X V-&TCH PER DETAIL C ON SHEET .2 CONSTRUCT 5' TERRACE DR41N PER DETAIL D ON SHEET 2 R DETAIL E ►ON SHEET 2 E CONSTRUCT X TERRACE DOWN DRAIN PE ........ .. ........INSTALL CABLE RAILING PER CALTRANS STANDAR .... . ...... . G D PLAN ON SHEET 2 . ......... ....... ... CONSTRUCT EMERGENCY OVERFLOW CHANNEL PER DETAIL G ON SHEET 3 . . ........ . . ...... .. ........ CONSTRUCT DOWN DRAIN TO CURB OUTLET TRANSITION PER DETAIL J ON SHEET 3 ,f�l . . ........ CONSTRUCT CONCRETE FOREBAY AND DERE PER DETAIL L ON SHEET J ......... .... DET CONSTRUCT D.G. REGIONAL TRAIL Pf R AIL M ON SHEET 3 RETAINING WALL TO BE CON57RUCTED PER SEPERNTE. PEP.WT SEE SHEET 5 0 20 40 120 10 SCALE: 1 40 CONSTRUCTION RECORD DATE BY REVISIONS DATE AWD BENCH MARK SCALE .�Fo,?,of E S S It I? )IV 4N, I HUNSAKER & ASSOCIATES I R V I N E, INC. INLAND EMPIRE REGION DMWING No. CITY u"IF TEMEC'"U'LA 64,F) , — RECOMMENDED BY: DATE: Z REV155D RAMP 6RAPF., BENCHMARK: FROM THE INT. OF RANCH CALIFORNIA RD. AN 'MILES 2-1, 14\eXeAVATe 13A61N 6 -M NA-nve; HORIZONTAL CONTRACTOR FRONT ST. 1.7 NW ON FRONT ST. - JEFFERSON AVE. TO THE INT. OF JEFFERSON po & 2900 ADAMS STREET SUITE A-15 RIVERSIDE CA 92504 '(951)352-7200 TM36479 Lownp.1D 0A5)m 5011W 0 1 =40' AND WINCHESTER (HWY 79), 2.0 MILES NE ON 79) OVER 13� NO. 58020 rrrn, PLANNING ■ ENGINEERING ■ SURVEYING ■ GOVERNMENT RLATIONS ON, PLANS PREPARED UN�D THE �SRV!I�DN OF INSPECTOR WINCHESTER RD. (HWY TO A BRIDGE THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF WINCHESTER RD. 79) AT lit, trg APPROVED BY: L DATE: ROUGH GRADING PLAN DATE COMPLETED CENTERLINE OF (HWY I CrIl V COR BRIDGE OVER SANTA GERTRUDIS VERTICAL 01 k _1�1 714- THOMAS W. GARCIA ER DIRECTOR OF PUBLIC WORKS/CITY ENGINEE IR.C.E. REEK 4.5'N'LY OF S'LY SIDE OF CREEK. 1=4 OF DATE: 48279 SHEET 4 0 ELEVATION BASED UPON THE NGVD 29 DATUM PAUL R. DILESTON, JR. R.C.E. NO. 58020NO. F; U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 0-0 Know what's below. Call 811 before you dig. CONSTRUCTION NOTES` ` -:..::-,•t. CONSTRUCT 12' WIDE CONCRETE ACCESS ROAD PER DETAIL A ON SHEET 3 , CONSTRUCT SPLASH WALL PER DETAIL B ON SHEET 2 / C CONSTRUCT 3' V—DITCH PER DETAIL C ON SHEET 2 , G>_CONSTRUCT 5' TERRACE DRAIN PER DETAIL D ON SHEET 2 E CONSTRUCT 3' TERRACE DOWN DRAIN PER DETAIL E ON SHEET 2 FF INSTALL CABLE RAILING PER CALTRANS STANDARD PLAN ON SHEET 2 J CONSTRUCT DOWN DRAIN TO CURB OUTLET TRANSITION PER DETAIL J ON SHEET 3 �K CONSTRUCT V—DITCH DRAIN TO PIPE TRANSITION STRUCTURE PER DETAIL K ON SHEET 2 N CONSTRUCT A.C. REGIONAL TRAIL PER DETAIL N ON SHEET 3 CONSTRUCT 12" PVC PIPE AND CONNECT TO CATCH BASIN P RETAINING WALL TO BE CONSTRUCTED PER SEPERATE PERMIT CONSTRUCTION RECORD I DATE ( BY CONTRACTOR INSPECTOR DATE COMPLETED REVISIONS LEGEND OF ABBREVIATIONS & SYMBOLS T. C. TOP OF CURB -- 100 —..,- EXIST. CONTOUR F. L. FLOWLINE ELEV. _100— PROP. CONTOUR T.G. TOP OF GRATE — — PROPERTY LINE G.B. GRADE BREAK 27. _ STREET FLOW RATE INV. INVERT OF DRAIN — --- =0- GRADED. SWALE N. T. S. NOT TO SCALE - - CENTERLINE R.G. ROUGH GRADE FLOWLINE T. D. E.P. TOP OF DIKE _ _ ,� _ i1,_ EDGE OF PAVEMENT _ DAYLIGHT LINE � LIMITS OF GRADING1. TOP OF SLOPE o METAL HAND RAILINGS mlTOE OF SLOPE CUT/FILL LINE DATE ACC'D BENCH MARK BENCHMARK: SCALE .--0I?9,OFEss FROM THE INT. OF RANCH CALIFORNIA RD. AN /��,� HUDDLES ,l FRONT ST. 1.7 MILES NW ON FRONT ST. - HORIZONTAL I -* JEFFERSON AVE. TO THE INT. OF JEFFERSON cn �� Z AND WINCHESTER (HWY 79), 2.0 MILES NE ON f a c. m N WINCHESTER RD. (HWY 79) TO A BRIDGE OVER =40 j If NO. 58020 IT! THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF 1 � m CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL �l s Q SE'LY COR BRIDGE OVER SANTA GERTRUDIS'1C I V � L CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. „_4, �k OF CAL�F�- --� ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM, NO..T 46-81 ELEV. = 1097.16 SEE SHEET 4 SEE SHEET 6 HUNSAKER & ASSOCIATES I R V I N E i N C INLAND EMPIRE REGION 2900 ADAMS STREET, SUITE A-15 RIVERSIDE CA 92504 (951)352-7200 PLANNING ■ ENGINEERING ■ SURVEYING ■ GOVERNMENT RLATIONS ARED-, UNKR THE SUPERVISION DATE: PAUL HUDDLESTON, JR. R.C.E. NO. 58020 RECOMMENDED BY: DAT E: J�te jo APPROVED BY: DATE: THOMAS W. GARCIA DIRECTOR OF PUBLIC WORKS/CITY ENGINEER R.C.E. NO. 48279 1 I7 TM $6479 ROUGH GRADING PLAN 0 SCALE: I" = 40 N 9;'L'7 120 16.0 1SHEET 5 OF5 1 . Q0 J a.. Know what's below. Call 81 1 before you dig. I . . . . i 4 � I — SEE SHEET 5 1 1 . I �,,-, �/\..,/� ,,, , I 1 - - A 11 V ..: c %%%, �. � %.. 11 I ", - I - �. \",., .... �— ..... —,— ... . ...... --,� .� 11 % 1� . , , * ` , , �,3 � �t----111* ..... ... - x \ .G . "11 I "'. ---- . . ............... - --- ....... � , .... �xk v - I .N. N. I , i t -- 1 4 t -, 1, , % A �14 � I � ....... � .. 14 v : % , i I - ....... I ... . . ...... 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I — . ,,,, " -" ...... I— GRADED SWALE , \ . . . . d � � , , . 1, .11, - . .......... ---� ..... . . ..... ,----,,---,- ,,, I— , t , .. INV. INVERT OF DRAIN . I I I 11 . � , � , , , — — .. —, — , N. T. S. NOT TO SCALE ----- CENTERLINE R.G. FLOWLINE - I I . . . . � . T. D. TOP OF DIKE � . I � I . . � E, P. EDGE OF PAVEMENT — �- — �- — IL — DAYLIGHT LINEILIMITS OF GRADING '. I � . . . TOP OF SLOPE 0 METAL HAND RAILINGS . . . . . ----<>-- — C — CUTIFILL LINE . . 1= TOE OF SLOPE F — I . . . I I . DATE BY CONTRACTOR INSPECTOR DATE COMPLETED � I . � - I � — — mm� � . REVISIONS DATE ACC'D —�=—�M�\\\, I HUNSAKER & ASSOCIATES DRAWING NO. SCALE — of E S S I, 3��,\\\, I N C . ---) CITY U"'F TEMECULA FROM THE INT. OF RANCH CALIFORNIA RD. AND INLAND EMPIRE REGION "I ---- ," . - I - RECOMMEN I , . 2--//,�' �\\JDDL \\ -� ( 4`�� . ,,\N�j UITE A-15 DED BY:c--t��c &:�t,�-�/-- DATE: 71 / FRONT ST. 1.7 MILES NW ON FRONT ST. - HORIZONTAL 116-1 I JEFFERSON AVE. TO THE INT. OF JEFFERSON co & RIVERSIDE CA 92504 (951)352-7200 1 AND WINCHESTER (HWY 79), 2.0 MILES NE ON �5 — �, TM36479 . It Z3 ir . 7m �/ PLANNING a ENGINEERING m SURVEYING a GOVERNMENT RLATIONS ^ I � WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1 =40' W NO. 58020 m � A — t�� cr —0 " ,** 10 . LAN �� I THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF ", ER THE SUPERVI,SIODI�F - CENTERLINE OF WINCHESTER RD. (HWY 79) AT �11 U, /� 71-1 BY: ;Z716/ — — DATE:_7/e*/A/o ROUGH GRADING P VERTICAL I ", "Z-/- '�, , I � o lk� C/ \ THOMAS W. GARtIA I I 1� SE'LY COR BRIDGE OVER SANTA GERTRUDIS , I � 1. I , /�, - — % xi 4--- DIRECTOR OF PUBLIC WORKS/CITY ENGINEER . � CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. 1 =4 1�1 0 Fp �, \ � DATE: R.C.E. NO. 48279 1 � ELEVATION BAS � --:=�, PAUL UDDLESTON, JR. R.C.E. NO. 58020 SHEET 6 0 1 1 � .U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 . . --- . v- � - --; I I -- 0 � I J-9, .. 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(�>_ CONSTRUCT V-01TCH DR41N TO PIPE TRANSITION STRUCTURE . .... .... :::: - , , I ... 1_��..�_::._ , I \1\ � \ " / . ,::: I . ... . ........ "I �, :�:.� ... ... :,::-,-:�'��::*: , �'.':',','��,:: . ... .... \,\ ,\� \ , "k I \ )� , . . . . . ............... '�"" "",", "'___'-_-1"',"_, ""I, ..... -1 ....... � ..... -".-..,. . PER DETAIL K ON SHEET 2 � . ,Z�� ... .... \\,,�"\. ,,, \., \ , , , , � . . ...... ... ........ . ... - , . , ...... :__--- . ..... .. , I -�� ','::,-' , \ ��,,'% 'k '�<�\" I -1 / . �:.�'�--l"�,*-":::�",-�!�..�:"",ii---.- .. I _ ..... 1. � �'\ 61 1 \� ,\ �_ � .... � ......... " ,�", '_ "'� / / 11 . I - � " ... . ........ . - . I I 1� -\ -p; N, -\ , ,,-,, ": - 1. - i '.... ... .... "I'll ... 1-1., __ ,,,, "-- \ \ \ " 11 . � ............ . . .. " 11" -1 _ ,____ . .......... . ........ ....... . CONSTRUCT D. G. REGIOML TPv41L PER DEIAIL M ON SHEET 3 .. - - . ..... ,.� ...... . , :::,- __,�. \ I ... �\\ \ v, \ , "-"N,\ --X \ I , ,,,, � M . , ,::::::� -------- --- :-�_.:: -,--. __m \ , ,/ '/ / I I . - I I . �, / / . . . . ' - 1-1________ aw .... � - - ,-.. I .... . .... -1 :�:�:::,::�� , , , I �. I `I,--,,:- 11 ... I—, .. . ..... .. "" � / ; It. ,,, I CATCH BASIN I I /I .... - 1, .... I .... I N , / X I" /' " _.- . 11 " --,::, _.: , / / � -58::��:'.'.",'-.'.'�",-.:":".,. - "te I ... ... �7."'::�::::: � �). ��Y�� �:m_____: _.. % , , \ , \ \,,, ,,,,, Xl,,,,,,� \ ,\\\ I � t" �, \,\ " "7.11 __1 ....... � ... � .... ___ � I . // .. - _1- _ ..... . I-- __ ........... % - � -111 ........ 11 � ,,\ \ \\ �� \ .... , / - / 11 I 11 - ; � � 1 ......... , " . . . / , _-.1-1- ... ... _......... _ � ..... . % % � � �,- � ..:, ',-' \ - \ . I � - 1, I 11 11 I "----_ :,� .......... ......... - �', , , _-.1-1-'. j_.-1'11'-"'.". ........ . ............. .., ... . ....... . � .......... . . _.__ , - " ��. 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AND A,p- DDLe INLAND EMPIRE REGION I — CONTRACTOR FRONT ST. 1.7 MILES NW ON FRONT ST. - HORIZONTAL /,/,/ ,q-- \4i . 111 UITE A-15 RECOMMENDED BY: . - DATE: Z,4,1 4� 1 fl, " JEFFERSON AVE. TO THE INT. OF JEFFERSON g co .& c- I RIVERSIDE CA 92504 (951)352-7200 1 . AND WINCHESTER (HWY 79), 2.0 MILES NE ON .1 /�, Z3 if ?O 7� /, PLANNING a ENGINEERING a SURVEYING m GOVERNMENT RLATIONS TM 36479 1 =40' W NO. 58020 rm ��/ WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 0:� __0 , . I INSPECTOR - THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF �j /� PLANS PREPARED U�D�THE SURERVIS N F _A1,1_ & ,OX. -r - , . , ROUGH GRADING PLAN . CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL ill kp S "I' BY: DATE- - v � �)� ,r,e, -11 -_ SE'LY COR BRIDGE OVER SANTA GERTRUDIS ,,A 01 V \\- N I THOMAS W. GAREIIA�__ -------'7 ----- . DATE COMPLETED - I �, DIRECTOR OF PUBLIC WOkKS/CITY ENGWEER 2v � - I . CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. 11 t OF- cp_\i /,,�-- ei, DATE: 7�" � . I I . ELEVATION BASED UPON THE NGVD 29 DATUM 1 =4 11\\�\, - R.C.E. NO. 48279 SHEET 0 1 1�1111�___11;__L�_S� PAUL R. DLESTON, JR. R.C.E. NO. 58020 7 '449 " I � I I I I I I U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 1 1 V6 . I .1 I .�, 9 . I __ __ - ____ ________ ___ — - 4. �. I I I 11�� _. . . I . � lb . I . . I . I ...... I -..-.---.-. -....-.--.-. . . ...... . -----------..�-�--.�--------------------..--.,----------.--� _1____-_____._.____,_ --------.,.,-.-�.------�--.--------...--,--...-----�--,,�-------...-.,�,--�-.�� ... ________________________1 -- ---- --------- - --------�---�-�--------�---.--------,-,----�-------,-- 1 ___--____________��4 — ----- ----_1 — -------- ---- ---------------- , � SEE SHEET 5 ........ ... .... ...... ........ . ... . ..... ....... 4 ... ... .... 42"" CONTRACTOR TO NOTIFY DARWIN POTTER "IONS & N (951)926-5853 AT LEAST TWO (2) LEGE 4D OF ABBREVIA SYMBOLS f Z uj\� WORKING DAYS PRIOR TO STARTING ANY 26. r �, ", I / 100 EXIST. CONTOUR T. C. TOP OF CURB WORK WITHIN VICINITY OF MWD FLOWLINE ELEV. —100— ROP. CONTOUR F. L. 'EASEMENT. *EQUIPMENT RESTRICTED TO T. G. TOP OF GRA TE ........ PROPERTY LINE LOADING NO GREATER THAN AASHTO 0 G.B. GR4DE BREAK 2% STREET FLOW RATE . . ..... 6 10 OVER 419r MWD PIPELINE. H ------ GRAOED SWALE INV. INVERT OF DRAIN N. T, S. NOT TO SC4LE CENTERLINE -pr— '76.-Ol R.G. ROUGH GRADE PLOWLINE T. D. TOP OF DIKE DAYLIGHT OVEILIMITS OF GRADING -LL k E.P. 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'71�� 'ell . ....... ....... ... ..... ... ......... ---- ...... ... .... . ..... ..... . ....... ......... ... .... ....... .... ..... . .......... .. .............. ...... .......... ..... .. ........ .......... ---- .............. ......... ..... 7 ...... .... ......... ...... ... ....... . ..... . ...... . .. ... . ................ ..... .. ... .... . ..... . .... r . ........ � ....... . . . .... ... .. .... ..... ............ . ........ ... . ............ ......... . . ......... ... ..... . ......... ...... ....... ...... .... ..... ....... ...... .. .. . ........ . ..... ...... .... ...... . ... .......... ......... . ............... . ... ................... . ....... .... ....... ... ..... ... .... . .... . . ...... ..... .............. .......... ... .... .... . .... . . ..... . ..... ---- ------- .. ............... . ... . . . . ............... . ...... . ........... . ......... . ... ..... ... .......... . . ...... . . .... . . ........... ... . . ...... .. ...... . . ....... . .......... ... ... ..... ........... ....... ...... . ...... . ............ . ...... . ...... . ...... ... . ............ ..... ...... . ..... ............. ... ... . .... ...... . . .... . .. ........ ........... ..... . ...... . ................ . . .......... .......... .... . . ..... . ..... . . .......... .... . ..... ..... .. ................ . .. . ... ..... ... ....... ...... ...... . .... ... ..... . ........... . ....... . ...... ..... ........ ... ... ..... .. . ..... ... ....... . . ........... ..... ... .... ........ ........ .... ..... . ... . .... .. ......... . ..... . ........... ................. .... . ........ . ...... . .......... ............ .. . ....... ........... .. .... ........ . ...... . ....... ... ....... ... . ...................... . ........ .. . ........ . ..... .... .. . ..... . ............... . ....... ... . ...... . ...... . . ........ . .... . ..... .......... . . .......... ............... .... ... ... .. . .............. . ... . .................. . ... ..... . ..... ..... . ...... ........ . . .. . .............. .... ...... ...... ... .. ... ...... .... ... . . . .. . .. .. . ...... . . ..... . ......... . ....... .. . . . ........ ................. . . . .......... .............. ....... .. 1,7—, .......... ... . ... . ............ .... . ........ ............ ........... . ........ ........... . . ..... p .......... . . ........ . ... ..... . .......... . .. ... . ........ ........... - - - - - - - ......... . ... ... .. ....... . .... . .... . .. . .. ......... 7' ...... ............ . .. . .......... . . .......... ......................... .......... .. .... . .......... . .. ... // ........ .... ....... .... . . . IN P . . ............ . ............. . ...... . ..... . .... . .......... . . . . ............. . .... . ......... . . ......... ....... .. . ..... .......... . ...... . ............ . .. . .......... .... .. .......... CONSTRUCTION NOTES @C CONSTRUCT 3' V -DITCH PER DETAIL C ON SHEET 2 CONSTRUCT SAND FILTER BASIN PER DETAIL H ON SHEET 3 0 20 40 80 120' 160 m CONSTRUCT D.G. REGIONAL TRAIL PER DETAIL M ON SHEET J m CONSTRUCT A. C. REGIONAL TRAIL PER DETAIL N ON SHEET 3 Know whars below. SCALE: .1" 40 CaI181 I before you dig. LD1 5-4493 DATE BY REVISIONS DATE ACC'D HUNSAKER & ASSOCIATES DRAWING NO. BENCHMARK: SCALE I R V I N E I N C CITY UO"%F TEMECULA INLAND EMPIRE REGION FROM THE INT. OF RANCH CALIFORNIA RD. ANC \AODDL FRONT ST. 1.7 MILES NW ON FRONT HORIZONTAL 1q- - <"N -15 RECOMMENDED BY: DATE: CONTRACTOR ST. - 2900 ADAMS STREET, SUITE A JEFFERSON AVE. TO THE INT. OF JEFFERSON RIVERSIDE CA, 92504 (951)352-7200 AND WINCHESTER (HWY 79), 2.0 MILES NE ON TM 36479 1 ��j Z3 Ir A PLANNING ENGINEERING s SURVEYING m GOVERNMENT RLATIONS 1 "=40 Uj ml INSPECTOR WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1. ce NO. 58020 THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF 71, U�4*R;ITHE SURERVISIO 1 0 ROUGH GRADING PLAN lit, APPROVED BY: DATE: CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL C/ V THOMAS W. GARd1_A -------- T_ SETY COR BRIDGE OVER SANTA GERTRUDIS DATE COMPLETED DIRECTOR OF PUBLIC WORKS/CITY ENGINEER CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. DATE:.7-Z"— ELEVATION BAS 1 =4 PAUL R. DLESTON, JR. R.C.E. NO. 58020 R.C.E. NO. 48279 SHEET, 8 0 U.S.G.S. BM. NO� T 46-81 ELEV. 1097.16 v — ------------------- 3" MIN. OPENING BETWEEN I SHEET 10 CHECKDAM DETAIL-�' NOT TO SCALE R TR OUNDARovs Y ROS 314 X 3 4 I i WOOD STAKE FIBER ROLL MAX. 4' SPACING' TRACT BOUNDARY 71 I v� 68 NIS FINISHED —' GR4DE FIBER ROLL ENTRENCHMENT DETAIL NOT TO SCALE NI vi r/ w �. - - NOTE. INSTALL FIBER ROLL w w w , rii ri; ii y ALONG A LEVEL w w w r- � � .ter'-• � ' w w v.v CONTOUR wFIBER ROLLS w (,SEE fFNTRENCHIIgENT P� QETAIL, HERCON) ,, .:�77>1. ` O F AJ•s�� -,.� w W -� i ii%%�'�' � y w Go��sG < s w 41. w w v- 4 ., w w w w -NEAR A FIBER ROLL �\ NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE FIBER ROLLS DETAIL NOT TO SCALE 2"x2" WIRE FABRIC BACKING (14 GA) OR EQUIV I STAKE — POLYPROPYLENE WATER FILTER FABRIC FLt Ow SILT FENCE DETAIL T NOT TO SCALE HTYPgK3= TYPICAL GRAVELBAG DETAIL SECTION "D "— "D" NOT TO SCALE — — --- — S 8 7 58 73 1 66 • 59 �% � 60'' 75 57 51 ' 50 61 56 53 52 76 54 A- . 631 62 5549 c << 4 47 48 wa t,� I 33 35 37 4 Z,t 15 , / J4 d II 2021 tA 19 18 1 22 E 26 25 24 ` , , _ MULBERRY COUT / a z 10 11 12 13/SO 14 F " l DN A � � 4� � ,' ESE E TRACT BOU $ �-- M NT 1191 , 1 2 3 I 4 7 5 6 N 77 ' ' EXISTING " s _ ER IN6 M. W.D.- ` RiG CAL. � Co.EASE �, NT p��';�••�_,,�,. � �, 30' EXISTING s0• I _ TRACT BOUNDARY EDISON EASEMENT 16,6' EXISTING SO.. I SHEET 11 COUNTIES GAS" -_-- -- CO. EASEMENT � \ II iIII I I I I I I I ILII �� TRACT BOUNDARY 1/2 INTERVAL PER GRAVELBAG 112 INTERVAL PER GRAVELBAG SPACING TABLE SPACING TABLE RIGHT—OF—WAY CURB FACE 'D" STREET CENTERLINE DIRECTION OFNo GRAVELBAGSTYP STREET FLOW PER SECTION "D—D" GRAVELBAGS �TYP) 45° PER SECTION "D—D" CURB FACE RIGHT-OF—WAY no 1 INTERVAL PER GRAVELBAG SPACING TABLE 1 SPACING OF ROWS OF GRAVELBAGS SLOPE OF STREET PAVED STREET UNPAVED STREET 109 OR, MORE 25' 25' — 3 COURSES, 18" HIGH MIN. 9.99 TO 89 50' 35' —3 COURSES, 18" HIGH MIN. 7.99 TO 69 75' 50' — 1' HIGH MIN. 5.99 TO 49 100 74' — 1: HIGH MIN. 3.99 OF LESS 100' 100' — 1 ' HIGH MIN. UNPAVED STREET GRA VELBAGGI G DETAIL � NOT TO SCALE INDEX MAP 0 100 200 400 600 800 SCALE: 1 = 200' / '—FILTER FABRIC TOE—IN EROSION AND SEDIMENT CONTROL !i FILTER FABRIC CONSTRUCTION NOTES �Q --- CONSTRUCT STREET GRAVELBAGGING PER DETAIL Q ON SHEET 9 (D-- CONSTRUCT CHECKDAM PER DETAIL R ON SHEET 9 S CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL S ON SHEET 9 T INSTALL SILT FENCE PER DETAIL T ON SHEET 9 U HYDROSEED SLOPES/PADS OV _ INSTALL FIBER ROLLS PER DETAIL V ON SHEET 9 ENGINEER'S NOTES AND LEGEND 0=01= INDICATES GRAVEL FILLED BAGS —8----0— INDICATES SILT FENCE INDICATES FIBER ROLLS FLOW _ INDICATES DIRECTION OF FLOW INDICATES STABILIZED CONSTRUCTION ENTRANCE HP INDICATES HIGH POINT LP INDICATES LOW POINT HYDROSEEDED SLOPES/PADS 1. ALL SLOPES/PADS TO BE PROTECTED FROM EROSION BY HYDRO—MULCH SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE CITY OF LAKE ELSINORE. 2. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION. J. STANDARD DETAILS SHOWN HEREON SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. 4. CONTRACTOR TO KEEP ALL BASINS FREE OF SILT AND TO REMOVE SILT AND DEBRIS WITHIN 48 HOURS AFTER A STORM. 50' MIN. 12" MIN. TCH EXIST GRADE 3LIC RIGHT—OF—WAY EXISTING GROUND PROFILE ` FILTER FABRIC PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE & PUBLIC RIGHT—OF—WAY 50' MIN. EXISTING GROUND .�,�,�1 I• (CORRUGATED STEEL WASH PANS S) 20' RADIUS (MIN) WATER SUPPLY & HOSE PLAN STABILIZED CONSTRUCTION ENTRANCE SPECIFICATIONS 1. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" 2. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 12 INCHES. 3. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE Know what's below. Call 811 before you dig. LD1 5-4493 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK ����\\� HUNSAKER & ASSOCIATES DRAWING NO. BENCHMARK: SCALE /�,,roQROFESDS/ON���`` ' I R V I N E I N C CITY OF TEMEUL FROM THE INT. OF RANCH CALIFORNIA RD. AN / �, NUD LFS 1 INLAND EMPIRE REGION CONTRACTOR FRONT ST. 1.7 MILES NW ON FRONT ST. — HORIZONTAL %���IR T�2 F����i , • 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: JEFFERSON AVE. TO THE INT. OF JEFFERSON v� �" 2 �) RIVERSIDE CA 92504 (951)352-7200 TIM 36479 AND WINCHESTER (HWY 79), 2.0 MILES NE ON l �; a `� ,� f PLANNING ■ ENGINEERING ■ SURVEYING ■ GOVERNMENT RLATIONS , V WINCHESTER RD. (HWY 79) TO A BRIDGE OVER NIA / w NO. 58020 l INSPECTOR THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF Ij �� PLANS PREPARED R THE PE S OF - EROSION A N ® SEDIMENT CONTROL PLAN CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL l� s� �� APPROVED BY: ---- DATE: SE'LY COR BRIDGE OVER SANTA GERTRUDIS C / THOMAS W. GAR IA INDEX AND DETAILSHEET DATE COMPLETED CREEK 4.6'N'LY OF S'LY SIDE OF CREEK. ��� 0FI CA�\F.DATE: �6 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ELEVATION BASED UPON THE NGVD 29 DATUM NIA ��\\�-_~ PAUL R. DDLESTON, JR. R.C.E. NO. 58020 R.C.E. NO. 48279 SHEET 9' OF U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 . . I ""; \ , //I t I . ENGINEEROS NQIES AND Lf&EN . I // I I I I *11 s"1111 . I I I . . . z / '/ 1� I I ___1,1,,__11,, , , I I . I I I %_A_.A..A.A.k_.j INDICATES GRAVEL FILLED SAGS I , I � / I / . ...... :.:_.,.,,.,\ I I I I I . I / / / I I I I . / I'll/ \�\ "I"</ '. I . .1 . \11� --I- __� � . - INDICATES SILT FENCE 11 ", / ,31. 11, I . I . . ". I - I 11", . I I i I -____.___ .11 \ - \v- _1 - ;I,/ I I . , ..� ',,;t�, 1\ ,�, r ___� ____� � 11 I I I I I I. INOIC47ES FIBER ROLLS f _111.1 I . / * - - \,\ ,,"", I ", .! , '-,-,.,./, _____ -_ I � I 11_�"` -, //x � &,, -- .., , . '. . - s .� �)�, X, ��!,� I . I � \ """ 0/;;,, \ ,,, . , , . . I 11 ,,,�� ,,,�; , I I . / 1-... . .. ....... . 11,,�_� �;, I � , . / . I FLOY._ %, � --1 .... -1 ,, ; � I INDICATES DIRECTION OF FLOW , " I ,,, s:,! I 1. ,\ I /../, - ,?" I _. .., ,��, I ,!",:z'-'* �,� - -.:.v.,:..:'-,:-,- - I � . . . '�,�\_ . "") - . I I """,` k -1 �� � �� , , �111_11_ ...... ___.", ""\ . ') \ ..05� _W_� I � . I I I I -,/, 11 lxl�.__ - 1� "'is. \ 1�1`�, ..... I'll. , " I I I I . 11 . %, 11 \ !�! ,//,��" 0 1 1 '\'\ ,� � .... ..... .. 1__: . . 11 / I ` " "I' , � I/, , . �,,/ 'i ,,,,, "', "_:;�, � - . ... ..... _'-t ....... . �, ", , - \1 INDICA7ES STABILIZED CONSTRUCTION ENTRANCE 1, ", , I., � , I rl� .1 " i , ; 1, , I / /I 1, l, � \ ,�, ., " I(, 11 - . I . . . " , , , , �,` � / "i--', . , �,,,Isf - '- " , �, __ Um . ,,,-< . ..", - " , j '1� . 11 1_11i� 1� `>. - , \ ..� I 'IIA"s, I " �\ 1� ) , , / /, I*- __.. I I . 11 " ... .... .... . . � , 11 I / i� - I X\ .1, .1, I 1 . , .// , I , -, (j " \ ..... � ..... . � , I'*,, � . '. 11 � j 'J , g , I/ , % �::, .4�, 1 . I I I - I - � ,/ . ,� //,�_"4 /,. - ; - ....... . . I/./ " I - I '! " -1 �, // ,;�, � '-)\\\ " . ..... ` , \ . I . �' \ "I "I 'Is, , , ,,,� ; - _.".- HP INDICATES HIGH POINT . ,,,,,, / __... 1, I ,\ . r _�:_<"��-��_ - .... " -:z -1 ,� "/I- ;�, \ -,r, V/, �,- , -, � ,�� - ��,��, , I � . I ,.__ , � , , , , -, . . I . �:::,. / I ,,/ . \ 1\\r1-1-1 1� .... x - ------' I I _1. I.." ...... - I H - - I I . I �\ _-, .11 , i ,:::�%�, 1-11 I I 1, ........ . ..... . ........... . ............... .. - - - I , t - - _* .. .. .. � , I � . I I I �,N ... ... . ..... 1. ... . ..................... . ....... . .......... -..-.. I �_,_�,��,,_ - LP INDICATES LOW POINT - . � Zn:�::�;,Z�:,:��Z:-_�;�; 11 " - " % <3 _1� - -1 1- .... , 1. I , ",", . ... , , / , �',� 1_-__11 I / \ -,""""i ; '. - ,., , -C I , , I 1, I I 'I'll, _,�1�1�i���n , , "s", � � - _1 I- � 11 'i - I-- -1 ___ ..-.----.--- . . "' ..... _�', I ",,"' I . ..... ,,, ,,,-/,' �� , ��, , - �_, -- � 1_;;�__ ____ -.1- _ I I . I , , 1, I __1 ... ,,,,�, /-, l ,I - - - ___-.1 . . . � � "'I I, " � ... ... .. ..... . . , �, f-) .I- ___-,7__._______ - .1 . ........ I ..... ... - Ill � ... � I .... . ........ ... _ - ... I_— 1: , ,---t_ t -j- �- - ." \ .1 11 - - ; ,� "" .... ,,,, - �,,,-, _ ...... � - _--,,� .7, -.11, . _-_L,��_. . � � ,,__,-1 , - ", .. ......... ---.--.---, . llll,"","� I N HYDROSEEDED SLOPESIPADS . ,,__,-1 ,� I ,� ,/,,,'e D ,:� I ....... - _-1 ........ . ;, ,,� � l-, ". � - ��__. -, -1 ... _.... ,,�,� -- -- ___�- _- _��_ __ . . .. ... �__ �� . . ..... I. - � . , _ , - 0, , '. __ . ....... , , , � " .,,�,,�- - � - - ..'.'. - - ` \ - -.-' -\ �_/ � 3 1 .......... ;�� " ::�; �.. "' --- . , I �, � ,,�.e , " - � , ;_ - ... i ... / " "'I, I ------ -1 - -, ,;� - ....... , ,� 11 - I ,,,, . . -- �--_ --..,:""_' ��ol ,_ ___-1_1`1��" ___.._ � ....... � 'i "_11 I _____ . . I . 11, 11 11 - I ...... . ---I- . ,, , , - " I - ..... 1. \ " , - I - 5 . � 1. ALL SLOPESIFADS TO BE PROTECTED FROM EROSION BY HYDRO -MULCH , , , , , , , "', , " , , , , ^ , X, I _e �__.,.:___111:�� - _��_e - ..... �, , _,_� , _ . . ", "; ', . lt� �- -1-11 - _;`;�`, " - �'If;,, " � :__� ....... ,-", ., - .......... /c,"I" 6 � I '11.11111 -`-- . 1� _-1 I I .1-l""'7. ssi-, 11`� -, - '\ A; _ , ,�,` , ,;, __ I - ;_;::� � . ,5 - - : . _'_, '11'�'_ ,_�,,,,r�, 11 \ __ : ,--, ____1 U I -I.. _ , e�,�;,;,s"t;,C� - ...... ,._:�, - i . : 11 - �; . _.__� . : � .... , 1 1 � / - _-,,.,�:V�� - -, '. I I SEED MIX AS SPECIRED BY DEVELOPER AND APPROVED'BY THE . . ",""', - , ,,,,, - " a/ i c _ 1_-__1' - . - r " , . / ;, i I ... -.1'.- - -- --,: -:�;;� _-_1 "" ::�.:Ot: "", , - . . . , I -1 I-- I ,�"f",-", " � , / I - -:5 __"�_, """ 1�' - .1i ...... �, I " -_ I \ - ,,��-,,,, , t I, , t� / , _ �f , - - , � .- - 115f, '.5 , ., I I - I r,;i \-- - - - � ....... .... �,�� 7- __ _,z,*,, - ---, I I ,� ,�_',."," . - '' � "" , 's I , --, _ . , k ". / _/ 1 . " ,X, - ....... . . - .. ... . ............... . ........ " 1"'.", " � y I i _11,1:1�sxl` __ - �__.w ,.,. 1 1 . I ,,,,, " '�, - - 11, C17Y OF LAKE ELSINORE I II - - - - , \ �� '.-_..,_" , , , �, - _c:��,,, ,�", - - - I" �, . \ "� ��,,., , , , ,-.,, ,�-- - - '_ ......... � "�,,,�� - ... i , ...... I , , _� _"`� � " -�,,� ,-, /� ,��) "!,::,-" -, t�� -, ir ,,,�..'�:,'.� " , , - �, , I .. 1� wl; se!si .; _ ..... 11111 .... -"- _ :��, ' . e "' . , , "/ , , . I �_, ,,,e::,;� 11" - , `il� ... ( *;i , , . I I I ,, I - � L � , " I l". . �, , -, , " I / ", ,�� "" - /I � --,-,�;,--, ..... . . ; " 1. - """, " , - ,", - __'-," __, " / , �_ - I . . . GR4VEL BAGS ARE ENCOURAGED OVER USE OF SAND84GS ...... ..... - , , , t, .,� , , , � , " �; - . , :""-,_ --- '-ss -;,' "I-1- I __---z _�,� , , 11, 2 1 , � , � ,,, ,�; �, - , - ", I . " \ - , �, " r / . I ��-,; -_ 11 ., - I ......... - __ 1 4 , ",.�,_; -, ..4-1- , 1, _1� / I I . I . . . . S/ . I ......... I - 1-1 I , , 11 " //, - I � \, . . AND MAY BE REQUIRED IN AREAS WHICH ARE PAR77CULARLY SEN TIVE , I , , . `i� �-:�� -.:,-� ........ ","', , �. " .", ...... - e - . "-, . � 11 ,� , , , / I 1� ,,,_ , , :__ 11 _ ... _:"", �,;',, '��"_�� ., - . - e � . � I / ..... � .... . .. __ -I, ,,,,,, I _ _` . - . ..... " - � ... � - I \ 11 k --"7--,i, .� ,�� , " , " . - � - s,";,", , , `�;)!!�::",,�, . - , "' , .1"'s, " ,,, .., 11 I I ,;, , ,'.,' "'11 - , I ....... - - I �� 11 .. �.. j, , , I I TO SEDIMENT DEPOSITION. 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ON THE APPROVED EROSION CONTTOL PLAN. ; 6_7 ; 11:, - ".1 "I , ,� .; . 'v - .. . I I . . I - __1 I :,�, - ., ...... " ., I 'A 'i". - , 6 'Al I " , '. � . , i. l -I , s , - " -1 ... ;,:s-r-11ir. 11 --l-, � .", "-,-,,,, "I" �'_._ � -.1-111, 11 ; - ���.,�V��] __ - ` " -1 __ - , , " _ " . :; :06 - _�, ;f,f,.,, I `-,s,,_-_' - 1, I ,-.111- i�� , \ \ - . , ". ,�� ........ �Is� . ,; - _—, _,� .... _. I ; 11 . - ...... . "',\ ", - "I , " I .- ... � ... I :�'j, �� '. ;1 _. �, - , , - , I "J�11` I - 11 _,:7, �. - I 1, ,\� � , - .�r, , . " -,. . , 11 - / I , — - N 'l , , , ,,."'. ". " \ ....... �k " \ . I 1\ I I . I , � , .. ..-: ...... �:�-;��,- - s,1111, �� .I.- __ - i :�";�� ....... - I ;._�,"- t 1.11 �,,,._ � I ",""', - I / .11 I ! � ... '��,-,,v ; v_(_11-1, ""I, - ... .... . . ,-- "I `� . . ........... ... _ . I I . 4. CONTRACTOR TO KEEP ALL BASINS FREE OF SILT AND TO REMOVE _,��,_.,_� I __ 11 - " __ - - .... ,,�;;, ; / � I � I 7, .... - - - � I 11 . 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' I ,,, CONSTRUCTION RECORD DATE BY REVISIONS I DATE ACC'D BENCH MARK — I HUNSAKER & ASSOCIATES . � c __ DRAWING NO. - __ � :;�O'�.()V. uo'� I TY 0 1 TEMECULA 7__��_,Z�_�,�__,\_, K: SCALE ,�� 9 E . SS/0, ��\, I R V I N E , I N C . � FROM THE INT. OF RANCH CALIFORNIA RD. AND A'!,�:��,-, DL N, INLAND EMPIRE REGION . ;,911 '11, _' ._� FRONT ST. 1.7 MILES NW,ON FRONT ST. - /j/ I R___ - 41 RECOMMENDED BY: (5* L�,_7:�r_� DATE: - 7 L/� ,/,, (,, CONTRACTOR HORIZONTAL �J�, G) I 1 2900 ADAMS STREET, SUITE A-15 I JEFFERSON AVE. TO THE INT. OF�JEFFERSON g c') & - � RIVERSIDE CA 92504 (951)352-7200 . ,_ I AND WINCHESTER (HWY 79), 2.0 MILES NE ON 11 9- -T �6 z ) PLANNING m ENGINEERING a SURVEYING a GOVERNMENT RLATIONS TM 36479 11 r - WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1 =40' �,. ,of C L NO. 58020 - r,n I I INSPECTOR I W __0 �yv I f%f- I THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF I) 16 PLANS P UNDER-- F � . ,),rn-I JHE Sy]�ERVISION,,p � , . - I � I 111, 7z 04//".� � EROSION AND .,MENT CONTROL PLAN - CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL ill %p v 1� �, I � // APPROVED BY: .1; �. DATE: I . . . "I "I I , 1, . ;_ , , I . � ) 11X or,�/� // THOM S W. GARCIA . 11 SE'LY COR BRIDGE OVER SANTA GERTRUDIS 0 1 V � \-11 I 11 , I .1. I I 1. ��, I . I . '. . DATE COMPLETED . 1�k e , � ,�, DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 1-il I 1. . I - I - � I CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. OF- cm_\1 DATE: . / / -- I I - � ELEVATION BAS I 1 11=4' 11\\�\, — PAUL R. - , _IR. R. C. E. N 0. R.C.E. NO. 48279 � SHEET 1 0 0 , I G 10. 7' 46-81 ;7LEV. = 1097.16 ,2 DLESTON J 58020 - � . � � _ I I . . , domm"q —.11-m 11 -1-11 � — I �. I, , ___T � I U.S.G.S. 8k N t - I . I I _____ - - � �.,_�.��6_ --- . -1 I � .1 -.11. 11 _ - :. 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STANDARD DETAILS SHOWN HEREON SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. 4� CONTRACTOR TO KEEP ALL BASINS FREE OF SILT AND TO REMOVE SILT AND DEBRIS WITHIN 48 HOURS AFTER A STORM. Know whars below. Call 81 1 before you dig. CONSTRUCTION RE DATE BY I CONTRACTOR . � INSPECTOR — DATE COMPLETED . I I � I I [ — " . , - I .11 .1 I \ � k\ " \ \ - , ,—,. . ,; . m - , " J I I I , , / \ --- .1. "� � : \1 " I I \'111 "N", ,\'IN"\, I - 1, " I ,,,,,, ,,, " " �, \ �,��, \ .. .... I .... . .. . ..... I .... ."", , ", / , , / . I . ; I ... .... I - , I 11 f" ,,�/ , , � - A ---.��- ......... 11 i 11�1 Z"�, ,�,�', \ .\ , - ....... * ... ... ......... / / /,;, /"*.�,; - , I , , -:":-.:-- � K . N 17----11--1---"-' - I'll, ......... ....... - / !; .A , ; ; 1� / 4 Ill; , / // . ... .............. .... .::� -�--,:�-,AV,,ii, ' ,�� XIN \ 1� , — -- --. I , I � \,� I ,:�- .... - ...... �,::--��'.�.'�.`:.- """ -" , . \ �\ 1. -\ " 11� , \ � ", - " . . ........ .... ............ 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I I I 0— INSTALL FIBER ROLLS PER DETAIL V ON SHEET 9 . I I LD1 5-4493 — , — . � � I I REVISIONS DATE ACC'D BE . — HUNSAKER & ASSOCIATES I . DRAWING NO. . q I 1 5 =—�� �- , I �,-\\, \ I I I SCALE ,Z��,Ov s / 0 '� \, I R V I N E , I N C . I C IT, v1 OF TEMECULA BENCHMARK: ,�� �> ,--A . ,,,:��'11 I FROM THE INT. OF RANCH CALIFORNIA RD. AND A,,r-- L N. INLAND EMPIRE REGION " 1. � 'FRONT ST. 1.7 MILES NW ON FRONT ST. - f1111 IR-' <� 11 RECOMMENDED BY: CZ2� �1-1-1-��� — DATE- 2h zdz��o j 2900 ADAMS STREET, SUITE A-15 — - . HORIZONTAL fv, .JEFFERSON AVE, TO THE INT. OF JEFFERSON , & C, RIVERSIDE CA 92504 (951)352-7200 � g �? 11c -;0 rn �/ PLANNING m ENGINEERING m SURVEYING s GOVERNMENT RLATIONS . AND WINCHESTER (HWY 79), 2.0 MILES NE ON j - 7�i ,I/, TM 36479 ' � I I I WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1 WWI �1. 0, c'� NO. 58020 - m . . . W _-0 �21 I �.�,. � THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF � HE ERVISI OF ''.. �� I � - ----. Ilio, ,�jl I � ,7"K /tv,/—, � I — _4�A EROSION AND SEDIMENT CONTROL PLAN J..., 7) � PLANS P BY: -, , DATE: I I .I ... I CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL 11 ,A lzr L , - � . . . . i � zip. � SE'LY COR BRIDGE OVER SANTA GERTRUDIS 1, I C/V\ I THOMAS W. GARCIA I . I I I CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. N, e \� 1 4��l DATE: i�zf4�- DIRECTOR ,OF PUBLIC WORKS/CITY ENGINEER I I I %-11 OF C — � ,� - � 1�\ I PAUL R. H DILESTON, JR. R. C. E. N 0. 58020 � � I � � e 1� ELEVATION BASED UPON THE NGVD 29 DATUM 1�41 . 11 �\, — — R.C.E. NO. 48279 SHEET 1 1 Oz >WT I . � I 1U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 1 1 I - - I -1 *0 — I 1 .I,.,,- - � I'll � I � . I � I . . I . �.. , , , , �11 � . . . I I , . . I I I � I . I I , , m #8-STR #4 tj @ 12, TOTAL 5 ELEV "A" FL #9� = U)0 U LLJ J� 0 I �z INFAN 9" MIN z #4-STR 3-#8 Q, TOTAL 3 4 ;tf o U fif`+ U 10 mHA DETAIL E #4 @ 18 TYPICAL FOR MAXIMUM "H" > 10' TYPICAL FOR 1'-0" CUTOFF WALL MAXIMUM "H" < 10' NOTE: PART LONGITUDINAL SECTION ELEV "A" #4 'Tj @ 12, TOTAL 5 3-#8, STIR 2-#4 2-#4, STIR, @ 12 2-#4 @ 12f --SLOPE APRON Y2'� EXP J� FI LLE / TO MATCH CHANNEL FL #4 t:1 @ 12 #9 3-#9 (� 0 3-#4 — 2-#4 @ 12 A 3-#8 0 24" LAP --HEADWALL OR ENDWALL #4 El @ 12, TOTAL 5 #4 J @ 12 BACKFACE #4J @ 18 FRONT FACE B B #4 @ 18, STIR, BOTH FACES "SLOPE' OF FILL CHANNEL 3-#9 /1 1 :D 3-#9 STIR BACKFACE t • l' -O" CUTOFF 1 RCP SHOWN. METAL PIPE SIMILAR EXCEPT ELIMINATE THE EXPANSION JOINT AND USE Y2" EXP JT FILLER, WHERE "H" MAX > 10' HOOK BOLTS @ 1'-7" SPACING. SIZE AND LENGTH PROVIDED BY MANUFACTURER. 1'-0" MATCH BACK FACE I MATCH BACK FACE OF Var,�� #4 @ 18 OF WARPED WINGWALL OF 9" MIN I - WARPED WINGWALL OR 4 4 4 4 VERTIC -I 9" MIN o. v. o. 0 d AL ELEMENTlaf 0- o 4 p Q p �.. o FILLET, BOTH 4-#4 co SIDES OF z UPSTREAM END, �_--DIM IS 1,_0'; WHERE >,H,, <_ 10' � I FOR ALL "H"S (1 CTA I I DIM IS 2'-0" WHERE H > 10 � Y :1 ELEME F F o a- � O ..1 _z F C C C W • .1 ELEM C T #4 @ �0 18 z NOTE ELEMENTS PARALLEL CUTOFF WALLS ARE - STRAIGHT LINE. - 1y z ' 1 ELEMENT 0 cn _I Q „ W„ Ld TOE OF SLOPE TOE OF SLOPE PLA N — -1 ___. - I ALTERNATIVE WARPED WINGWALL USE WHERE ADDITIONAL PROTECTION TO TOE OF EMBANKMENT IS REQUIRED. IF AT UPSTREAM END, FILLET IS NOT SHOWN. 0 I 2-#4 IF ALTERNATIVE BOTTOM IS USED. CUTOFF WALL ALTERNATIVE BOTTOM OF CUTOFF WALL. TYPICAL FOR MAXIMUM "H" > 10' TYPICAL FOR MAXIMUM "H" < 10' 6" WITHOUT STIFFENING BEAM END ELEVATION "A" �#4 [� @ 12 IF AT UPSTREAM END,'D" FILLET IS NOT SHOWN. m D SEE TABLE BELOW a � o� Y2" EXP JT x STIFFENING BEAM FOR TRANSVERSE REINF FILLER IN WARPED WINGWALL V1 #4 t_ -:j@ 12 FOR NUMBER & SIZE OF SEE TABLE BELOW. - - _ BARS SEE TABLE BELOW. _ = Q 0 i� EXTEND AND HOOK INTO SLOPE VARIES x #4 CUTOFF WALL AND HEADWALL 1�' CLR � o OR ENDWALL. 1 Y" CLR 1" MINS x 1, CONST JT #8 Q 1" MIN ^6 1 24" L #4 SPACERS @ 12 t 6' - 44 @ 18 _DAp #4 X 5'-0" DOWELS @ 12 CTRS EXTEND WALL SPACERS #4 2'-0't INTO HEADWALL OR ENDWALL #4 @ 18 SECTION A—A 1'-4" FOR MAX "H" <_ 10' SECTION C -C 2'-0" FOR MAX "H" > 10' PIPE WALL WHERE ABRASION IS ANTICIPATED, INCREASE APRON THICKNESS TO EXTEND WALL SPACERS 2'-0"f INTO HEADWALL OR 3-#8 7" MINIMUM TO PROVIDE 2" MINIMUM REINFORCEMENT COVERAGE. ENECESSARY.NDWALL. ROTATE IF 6", @ HEADWALL AND @L'�2 FILLET, CURVED TO (NEAR SPRING -LINE, ELIMINATE SLOPE VARIES, 1:1 MATCH PIPE FACE EXTENSION AND HOOK REAR CONST JT @ HEADWALL EXTENSION OUTWARD, IF POSSIBLE.) WARPED TO FLAT @ "C WINGWALL SECTION B—B Know what's below. Call 811 before you dig. CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED NOTES: WALLS DESIGNED FOR 2'-0" SURCHARGE; EARTH DENSITY = 120 LB/CF; EQUIVALENT FLUID PRESSURE = 36 LB/CF. VARY "D" OF WARPED WALL UNIFORMLY FROM THAT AT CUTOFF WALL TO THAT AT HEADWALL OR ENDWALL, FOR MAXIMUM "H" > 12'-0". DIMENSIONS "L", "W", "H", "M", "N", ELEVATION "A ANGLE OF FLARE", AND END "SLOPE" (AS APPLY) ARE SHOWN ON THE PLANS. REVISIONS DATE ACC'D BENCH MARK BENCHMARK: SCALE Q�OFESSIONq\\� FROM THE INT. OF RANCH CALIFORNIA RD. AN ��<c,� HUDDLES l FRONT ST. 1.7 MILES NW ON FRONT ST. — HORIZONTAL %��� e TO2 \z JEFFERSON AVE. TO THE INT. OF JEFFERSON AND WINCHESTER (HWY 79), 2.0 MILES NE ON WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1 =40 w N0. 58020 R, THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF ' a CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL SE'LY COR BRIDGE OVER SANTA GERTRUDIS�9�c� C CREEK 4.5 N LY OF SLY SDE OF CREEK. ELEVATION BASED UPON THE NGVD 29 DATUM Ofi CA��F�'' U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 #4 DOWELS L @ 12. LENGTH VARIES .o WARPED 4 4 TO MATCH FILLET TRANSITION, 2" CLR WINGWALL p p 4" X 4' - W1.4 X W1.4 4 4 1:1 - WELDED WIRE FABRIC #4, 2Y2" CLR -APRON SECTION F—F PIPE CULVERT HEADWALLS, ENDWALLS, AND WARPED WINGW N.T.S. % SMALLER (BY Weight) 12 FILTER BLANKET* UPPER LAYER 75-100 6 60-80 RIPRAP VELOCITY ROCK THICKNESS LOWER LAYER FILTER FABRIC WARPED WINGWALLS CLASS (T) 95-100 50-100 Q-5 6-14 1/4 TON 2.7' MIRAFI 70OX 50-100 0-5 14-16 WALL DIMENSIONS AND REINFORCING OR EQUIVALENT SAND 16= 18 1 TON 4.3' AS PER NOTES STIFFENING BEAM DIMENSIONS AND REINFORCING ELEMENT SLOPE „H» CONCRETE, COBBLES ARE NOT OR 8' LESS 10' 1 ' NO 4 EARS FLOW' 12' 14' 16' 18' 20' 'H" L A 12' 14' 1 16' I 18' 20' I 25' 1 30' 35' 40' I OR MORE FRONT FACE REINF #4 @ 12 #4 @ 7 #5 @ 7 #5 @ 5 #6 @ 6 #7 @ 7 #7 @ 6 6' NO BEAM. PLACE 2-#6 IN EACH Y4' 1 FA E ALONG WALL. TOP REAR FACE REINF #4 @ 12 #4 @ 12 #4 @ 12 #4 @ 12 #4 @ 12 #4 @ 12 #4 @ 12 8' FRONT FACE REINF #4 @ 12 #4 @ 12 #4 @ 12 #4 @ 12 #4 @ 10 #4 @ 8 #4 @ 6 10' TOTAL 6-#6 „B"= g„ "B"= "A'= 1'-0" 1'-6" "A"= A I #4@ 12 #4@12 #4@12 #4@ 10 #4@7 #4@6 #5@8 12' FRONT FACE REINF #4 @ 12 #4 @ 12 #4 @ 12 #4 @ 12 #4 @ 12 #4 @ 12 #4 @ 12 14' 1Y4:1 TOTAL 6-#7 TOTAL "B"= 1'-0" "A"= 2'-0" 6-#8["B"= 1'-6" TOTAL 8-#9 REAR FACE REINF #4 @ 8 #4 @ 8 #4 @ 5 #5 @ 6 #6 @ 7 #6 @ 6 #7 @ 6 16' "D" AT CUTOFF WALL 6" 6" 6" 7Yz" 8" 9Y2" 11" 18' "D" AT CULVERT 6" 6" 6" 8" 9Y2" 11" 1'-1" 20' Know what's below. Call 811 before you dig. CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED NOTES: WALLS DESIGNED FOR 2'-0" SURCHARGE; EARTH DENSITY = 120 LB/CF; EQUIVALENT FLUID PRESSURE = 36 LB/CF. VARY "D" OF WARPED WALL UNIFORMLY FROM THAT AT CUTOFF WALL TO THAT AT HEADWALL OR ENDWALL, FOR MAXIMUM "H" > 12'-0". DIMENSIONS "L", "W", "H", "M", "N", ELEVATION "A ANGLE OF FLARE", AND END "SLOPE" (AS APPLY) ARE SHOWN ON THE PLANS. REVISIONS DATE ACC'D BENCH MARK BENCHMARK: SCALE Q�OFESSIONq\\� FROM THE INT. OF RANCH CALIFORNIA RD. AN ��<c,� HUDDLES l FRONT ST. 1.7 MILES NW ON FRONT ST. — HORIZONTAL %��� e TO2 \z JEFFERSON AVE. TO THE INT. OF JEFFERSON AND WINCHESTER (HWY 79), 2.0 MILES NE ON WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1 =40 w N0. 58020 R, THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF ' a CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL SE'LY COR BRIDGE OVER SANTA GERTRUDIS�9�c� C CREEK 4.5 N LY OF SLY SDE OF CREEK. ELEVATION BASED UPON THE NGVD 29 DATUM Ofi CA��F�'' U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 #4 DOWELS L @ 12. LENGTH VARIES .o WARPED 4 4 TO MATCH FILLET TRANSITION, 2" CLR WINGWALL p p 4" X 4' - W1.4 X W1.4 4 4 1:1 - WELDED WIRE FABRIC #4, 2Y2" CLR -APRON SECTION F—F PIPE CULVERT HEADWALLS, ENDWALLS, AND WARPED WINGW N.T.S. :FILTER FABRIC: • MIRAFI 70OX OR EQUIVALENT • FILTER BLANKET MATERIAL SHALL BE 12" THICK & WELL GRADED WITHIN THE LIMITS SPECIFIED BELOW: STONE SIZE(in) % SMALLER (BY Weight) 12 FILTER BLANKET* UPPER LAYER 75-100 6 60-80 RIPRAP VELOCITY ROCK THICKNESS LOWER LAYER FILTER FABRIC Ft/Sec. CLASS (T) 95-100 50-100 Q-5 6-14 1/4 TON 2.7' MIRAFI 70OX 50-100 0-5 14-16 1/2 TON 3.4' OR EQUIVALENT SAND 16= 18 1 TON 4.3' AS PER NOTES 95-100 18—+ 2 TON 1 5.4' BELOW 95-100 :FILTER FABRIC: • MIRAFI 70OX OR EQUIVALENT • FILTER BLANKET MATERIAL SHALL BE 12" THICK & WELL GRADED WITHIN THE LIMITS SPECIFIED BELOW: STONE SIZE(in) % SMALLER (BY Weight) 12 100. 8 75-100 6 60-80 4 40--60 1 5-25 3Z8 0-10 CONCRETE PIPE - (WHERE OCCURS) 1► �>►��O HART SAND CONCRETE V—DITCH \ (WHERE OCCURS) 3" THICK PEA I GRAVEL. LAYER SILL, CLASS 420-C-2000 CONCRETE (IF SHOWN ON PLANS) SECTION E - E HUNSAKER & ASSOCIATES I R V I N E I N C INLAND EMPIRE REGION �►� A1Z 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: RIVERSIDE CA 92504 (951)352-7200 PLANNING • ENGINEERING • SURVEYING • GOVERNMENT RLATIONS PLANS PREPARED U THE ERVII OF THOROVED BGARCIA DATE:AS DATE: 1"'Iolltl'DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PAUL R. H DLESTON, JR. R.C.E.NO. 58020 R.C.E. NO. 48279 � ��s r _ r, ®• i TM 479 PRIVATE STORM DRAIN IMPROVEMENT DETAILSHEET 11 SHEET13 OF "`''*lr\ SIZES* 2 TON 1 TON 1/2 TON 1 /4 TON 4 TON 0-5 2 TON 50-100 0-5 1 TON 95-100 50-100 Q-5 1/2 TON 50-100 0-5 1/4 TON 95-100 50-100 200 LB 95-100 75 LB 95-100 *ROCK SHALL BE EITHER QUARRY STONE OR BROKEN CONCRETE, COBBLES ARE NOT ACCEPTABLE 1 ' NO 4 EARS FLOW' 1► �>►��O HART SAND CONCRETE V—DITCH \ (WHERE OCCURS) 3" THICK PEA I GRAVEL. LAYER SILL, CLASS 420-C-2000 CONCRETE (IF SHOWN ON PLANS) SECTION E - E HUNSAKER & ASSOCIATES I R V I N E I N C INLAND EMPIRE REGION �►� A1Z 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: RIVERSIDE CA 92504 (951)352-7200 PLANNING • ENGINEERING • SURVEYING • GOVERNMENT RLATIONS PLANS PREPARED U THE ERVII OF THOROVED BGARCIA DATE:AS DATE: 1"'Iolltl'DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PAUL R. H DLESTON, JR. R.C.E.NO. 58020 R.C.E. NO. 48279 � ��s r _ r, ®• i TM 479 PRIVATE STORM DRAIN IMPROVEMENT DETAILSHEET 11 SHEET13 OF SITE SPECIFIC DATA PRW0E MODEL NO, PRWECT LT?X, Storage Capacity - Cu. Ft. - STRUCTURE ID TRASH RACKor TR NT REQUIRED VOLUME 84SED (CF) FLOW BASED (CFS) AaM �S Fix! W&g. PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE I WTZ)a PIPE DATA LE L DIA KR INLET PIPE 1 114 '7. 5 6. '111-N INLET PIPE 2 3,6 (42') izo 67511,50 OUTLET PIPE M NOT 210 3 MIN PEA PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION MA NUFA R TO PROVIDE ALL MATERIALS UNLESS OTHERWISE N07ED W PR=f aETRW M4Y BE PROPRIETARY AND CONFOENhAL-MWS-L-8- SURFACE LOAD PARKWAY OPEN PLANTER PARKWAY FRAME & COVER 030- NIA 024 WETLANDMED14 VOLUME (CY) Malawi= -10 27.51R�� WETLANDMEDIA DEUVERY METHOD a 99=4 W W M, ORIFICE SIZE (DA INCHES) 03.07" MAXIMUM PICK WEIGHT (L,85) TBD PL4WNr ESTAW90&ff CfL INSTALLATION NOTES MEM 1, CONTRACTOR 70 PROWDE ALL. LABOR, EQUIP", MATERIALS AND ctw;= INCIDENTALS' REQUIRED TO OFFLOAD AND INSTALL, THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIfICATIONS, UNLESS OTHERWISE STATER? IN MANUFACTURERS CONTRACT. 2 UNIT MUST BE INSTALLED ON LEYEL SASE MANUFACTURER RECOMWNDS A MMINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER CONTRACTOR IS RESPONSIBLE TO VERIFY cq PROJECT ENGINEERS RECOMMENDED BASE SPECIRCA770a J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE 6* (PIPES CANNOT INTRUDE BEYOND FLUSH) INVERT OF OU7FLO MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR ALL AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A -SHRINK ELEVA WN KEW GROUT PER MANUFACTURERS STANDARD CONNECTiO Ail AND SHALL MEET OR EXCEED REMNAL PIPE CONNECTION 4, CONTRACTOR TO SUPPLY AND INSTALL ALL RNAL CONNEC77NG PIPES, 5 CONTRACTOR RESPONSIBLE FORIN TION OF ALL RISERS, MANHOLES, AND HATCHES. CO ACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINIS SURFACE UNLESS SPECIFIED OTHERWISE 6. DRIP OR SPRAY fRR1 REQUIRED ON ALL UNITS WITH VEGETATION, GENERAL NOT i. MMANUFA ER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. W AWOW DEWWO MAY BE PROPRIETARY AND CONFIXNTIAL: 2 ALL FNSIONS, ELEVATIONS, SPECIRCA77ONS AND CAPACITIES ARE SUBJECT TO AVNM BY ow OR AKW OF W AILOW LS PAMVM. W OVWM" CMAM IN TW VM" 5 #E SMC GE FOR L PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS z7.4mM 7,exim PRMW OF AVD" OCTMW SMX AW AND ACCESSORIES PLEASE CONTACT MANUFACTURER; AMY616, WAW AMM fiVW0DVCWV X PARr OR AS A WaE WTHOVT THE #9M MM OR OW PAIM FWW PMMW OF MAXW KnANDS Si M6 5 PROWW TOP OF BASIN= 1131.0-\ CONCRETE SPILLWAY CREST --\ WAI ER SURr`_ACE= 1130.0 1130.0 SAW Ctir A P 1129.0 F-MoVE. TOP ncn cli j OF OUTLET S'TR v C.Tv e e. - N 5 04 2' A4 OVERFLOW 1127- 54 SH RACK INSTALL TRASH RACK0 0 PER DETAIL HEREON _1127.50 6" WAJER-QUIALIT-Y SQ1RFACE_v__=1_127_.5 LAI E 0 "M FAM Know what's below. Call 811 before you dig. 24" STORM /-DRAIN LINE B-3 1124. 3 BASIN B Section 'A -A' N.T.S. 24 11 ) D gid- in LJ _j LLj t---------- --------- Z 1i X < [Itcr_ OUTSIDE FRAME W U) It 0.090" DIMENSION -4!' ---------- N I-_ V) CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED WELL SREEN TRASH RACK DETAIL Ilyij N.T.S. Al 1127.0 C.G. 1.25" DIA. 1126.0 C.G. 1.25" DIA. BOTTOM 1.14" STAINLESS STEEL ORIFIC PLATE PERFORATION PATTERN (NISI 1. HOT DIP GALVANIZED AND ASPHALT COATED ft DATA PRW0E MODEL NO, PRWECT LT?X, Storage Capacity - Cu. Ft. - STRUCTURE ID TRASH RACKor TR NT REQUIRED VOLUME 84SED (CF) FLOW BASED (CFS) AaM �S PER DETAIL HEREON PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 2,6' (W) PIPE DATA LE LEFT END VIEW 810FILTRATION RIGWEND VIEW 4 TREATMENT FLOW OPERATING HEAD (FT) PRETREATMENT LOADING RATE (GF WEAAND MEDM LOADING RATE MWS -L-4-4- U L A R STORM WA TER B10FIL TRA TION 5 ANG i�STANDARD DETAIL M M SITE SPECIFIC DATA PRW0E MODEL NO, PRWECT LT?X, Storage Capacity - Cu. Ft. - STRUCTURE ID TRASH RACKor TR NT REQUIRED VOLUME 84SED (CF) FLOW BASED (CFS) AaM TREATMENT HCL AVAILABLE (FT) PER DETAIL HEREON PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 2,6' (W) PIPE DATA LE MATERIAL DIA KR INLET PIPE 1 114 '7. 5 6. '111-N INLET PIPE 2 3,6 (42') izo 67511,50 OUTLET PIPE GENERAL NOT 210 3 MIN PEA PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION MA NUFA R TO PROVIDE ALL MATERIALS UNLESS OTHERWISE N07ED W PR=f aETRW M4Y BE PROPRIETARY AND CONFOENhAL-MWS-L-8- SURFACE LOAD PARKWAY OPEN PLANTER PARKWAY FRAME & COVER 030- NIA 024 WETLANDMED14 VOLUME (CY) 726 WETLANDMEDIA DEUVERY METHOD 78D ORIFICE SIZE (DA INCHES) 03.07" MAXIMUM PICK WEIGHT (L,85) TBD NOTES.' INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT; MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEk AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE , ------ -- MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONN4CT 2 UNIT MUST BE INSTALLED ON LEVEL BASE ARNUFA07UREROT RECOMMENDS A MINIMUM 60 LEVEL ROCK 848E UNLESS SPECIFIED BY IV ' 161-00 THE PROJECT ENGINEER CONTRACTOR IS RESPONSIBLE TO VERIFY 1 r -2j " PRaIECT ENGINEERS RECOMMENDED BASE, SPECIFICATIONS ELEVA 77ON LqEW J ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH) INVERT OF OUhTTLO PE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR ALL AROUND PIPES SHALL BE SEALED WATER TIGHT WITH GROUT PER MANUFACTURERS STANDARD CONNECTIO AIL AND SMLL MEET OR EXCEED REGIONAL PIPE CONNEC77ON NDARDS, 4. CONTRACTOR TO SUPPLY AND INSTALL ALL RNAL CONNECTING DIDET_ kftm��fA"� El PLANT CONTRACTOR RESPONSIBLE FOR LAIION OF ALL RISERS, CURB MODEL NO, OVERFLOW Storage Capacity - Cu. Ft. - 7WATMENr FLOW Pk TRASH RACKor MANHOLES, AND HATCHES. CO ACTOR TO GROUT ALL MANHOLES AND INS LL RASH AaM 338/15 PER DETAIL HEREON OPERARNG HEAD (FT) 2,6' (W) HATCHES TO MATCH FINIS SURFACE UNLESS SPECIFIED 07HERWISE. 450 / I kO 3,008161 ORIFICE WATER QUIALIP( S -U RFAC L 114 '7. 5 6. DRIP OR SPRAY fRRI N REQUIRED ON ALL UNITS WITH VEGETA770N. FGF'-42CI 3,6 (42') izo 67511,50 PRETREATMENT LOADING RATE GENERAL NOT 210 3 MIN PEA 4,445/9-9 FGP-500 WE AAD MEDIA LOADING RATE (Gpm/s?�� 1. MA NUFA R TO PROVIDE ALL MATERIALS UNLESS OTHERWISE N07ED W PR=f aETRW M4Y BE PROPRIETARY AND CONFOENhAL-MWS-L-8- 77 PIPE (1% MIW\ 1,12612.51 6,196 1118 6- 2. ALL EL TONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TOS BY ow q? mw oF W AXLO" US A(MM W wawmw C"Mo N W M" 6 rw ME% FGP-8.0CI 0 D U L 4.26 STORM WATER 810FIL TRA TION 8,08:2 €18,0 , WEIGHrS GE FOR PROJECT SPECIFIC DRAWINGS DETNUNG EXACT DIMENSM 4aXZ 7,674, 7,44"1 77Jft PRWM OF MX" K*UW ersteANY 10004.01 I 7, "A FGF'-12.0CI 12.9 (144*) 6,10 AND ACCESSORIES PLEASE CON TACT AMNUFACTURER. 4XUIO. MAMV fORM PAMM MW PMW ff.AfiWUCWN AV AW OR AS A WH" OMM TIE WU PMMW OFM=40 KRAWS SnMIS 6 PR"= 14.0- (168") 'N 2,700/6.02 STANDARD DETAIL FGP-16.00 %9 (192') aT OW 3.15217,02 15,446 /34,4 FGP-18,0CI I&V (216') 9.45 3,4901T78 [nil FGP-21.0CI 21,0' (262') 10,96 4,050 19.02 19,891144,3 FGP28.0CI 28.0 (336') 14k() 5,400 i 12.03 MOUNTING CATCH Im 2. Filter insert shall be attached to the catch basin with stainless steel BASIN. i 'rum expansion anchor bolls & washers (3/8" x 2-1/2" minimum length.) I See detail k SECTION B -B FOSSIL ROCK INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT; MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEk AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE , ------ -- MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONN4CT 2 UNIT MUST BE INSTALLED ON LEVEL BASE ARNUFA07UREROT RECOMMENDS A MINIMUM 60 LEVEL ROCK 848E UNLESS SPECIFIED BY IV ' 161-00 THE PROJECT ENGINEER CONTRACTOR IS RESPONSIBLE TO VERIFY 1 r -2j " PRaIECT ENGINEERS RECOMMENDED BASE, SPECIFICATIONS ELEVA 77ON LqEW J ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH) INVERT OF OUhTTLO PE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR ALL AROUND PIPES SHALL BE SEALED WATER TIGHT WITH GROUT PER MANUFACTURERS STANDARD CONNECTIO AIL AND SMLL MEET OR EXCEED REGIONAL PIPE CONNEC77ON NDARDS, 4. CONTRACTOR TO SUPPLY AND INSTALL ALL RNAL CONNECTING DIDET_ kftm��fA"� El PLANT CONTRACTOR RESPONSIBLE FOR LAIION OF ALL RISERS, CURB MODEL NO, OVERFLOW Storage Capacity - Cu. Ft. - 7WATMENr FLOW Pk TRASH RACKor MANHOLES, AND HATCHES. CO ACTOR TO GROUT ALL MANHOLES AND INS LL RASH AaM 338/15 PER DETAIL HEREON OPERARNG HEAD (FT) 2,6' (W) HATCHES TO MATCH FINIS SURFACE UNLESS SPECIFIED 07HERWISE. 450 / I kO 3,008161 ORIFICE WATER QUIALIP( S -U RFAC L 114 '7. 5 6. DRIP OR SPRAY fRRI N REQUIRED ON ALL UNITS WITH VEGETA770N. FGF'-42CI 3,6 (42') izo 67511,50 PRETREATMENT LOADING RATE GENERAL NOT 210 3 MIN PEA 4,445/9-9 FGP-500 WE AAD MEDIA LOADING RATE (Gpm/s?�� 1. MA NUFA R TO PROVIDE ALL MATERIALS UNLESS OTHERWISE N07ED W PR=f aETRW M4Y BE PROPRIETARY AND CONFOENhAL-MWS-L-8- 77 PIPE (1% MIW\ 1,12612.51 6,196 1118 6- 2. ALL EL TONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TOS BY ow q? mw oF W AXLO" US A(MM W wawmw C"Mo N W M" 6 rw ME% FGP-8.0CI 0 D U L 4.26 STORM WATER 810FIL TRA TION 8,08:2 €18,0 , WEIGHrS GE FOR PROJECT SPECIFIC DRAWINGS DETNUNG EXACT DIMENSM 4aXZ 7,674, 7,44"1 77Jft PRWM OF MX" K*UW ersteANY 10004.01 I 7, "A FGF'-12.0CI 12.9 (144*) 6,10 0 .90 __7 LEFTED V" aWli MA U01111MMEA rMEW 5. CONTRACTOR RESPONSIBLE FOR LAIION OF ALL RISERS, MODEL NO, OVERFLOW Storage Capacity - Cu. Ft. - 7WATMENr FLOW Pk TRASH RACKor MANHOLES, AND HATCHES. CO ACTOR TO GROUT ALL MANHOLES AND INS LL RASH RACK 338/15 PER DETAIL HEREON OPERARNG HEAD (FT) 2,6' (W) HATCHES TO MATCH FINIS SURFACE UNLESS SPECIFIED 07HERWISE. 450 / I kO 3,008161 ORIFICE WATER QUIALIP( S -U RFAC L 114 '7. 5 6. DRIP OR SPRAY fRRI N REQUIRED ON ALL UNITS WITH VEGETA770N. FGF'-42CI 3,6 (42') izo 67511,50 PRETREATMENT LOADING RATE GENERAL NOT 210 3 MIN PEA 4,445/9-9 FGP-500 WE AAD MEDIA LOADING RATE (Gpm/s?�� 1. MA NUFA R TO PROVIDE ALL MATERIALS UNLESS OTHERWISE N07ED W PR=f aETRW M4Y BE PROPRIETARY AND CONFOENhAL-MWS-L-8- 77 PIPE (1% MIW\ 1,12612.51 6,196 1118 6- 2. ALL EL TONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TOS BY ow q? mw oF W AXLO" US A(MM W wawmw C"Mo N W M" 6 rw ME% FGP-8.0CI 0 D U L 4.26 STORM WATER 810FIL TRA TION 8,08:2 €18,0 , WEIGHrS GE FOR PROJECT SPECIFIC DRAWINGS DETNUNG EXACT DIMENSM 4aXZ 7,674, 7,44"1 77Jft PRWM OF MX" K*UW ersteANY 10004.01 I 7, "A FGF'-12.0CI 12.9 (144*) 6,10 AND ACCESSORIES PLEASE CON TACT AMNUFACTURER. 4XUIO. MAMV fORM PAMM MW PMW ff.AfiWUCWN AV AW OR AS A WH" OMM TIE WU PMMW OFM=40 KRAWS SnMIS 6 PR"= 14.0- (168") 'N 2,700/6.02 STANDARD DETAIL FGP-16.00 %9 (192') aT OW 3.15217,02 15,446 /34,4 FGP-18,0CI I&V (216') 9.45 3,4901T78 17,152138.2 FGP-21.0CI 21,0' (262') 10,96 4,050 19.02 19,891144,3 FGP28.0CI 28.0 (336') 14k() 5,400 i 12.03 MOUNTING TOP OF BASIN= 1151.0 CONCRETE SPHLLWAY CREST-\, IER SURFACE=1150,0 1150.0 1149.0 0 SPECIFIER CHART MODEL NO, OVERFLOW Storage Capacity - Cu. Ft. - Filtered Flow Rate GPMrFS - TRASH RACKor 1148.85 INS LL RASH RACK 338/15 PER DETAIL HEREON FGP 31101 2,6' (W) 1.20 450 / I kO 3,008161 ORIFICE WATER QUIALIP( S -U RFAC L 114 '7. 5 PLATE 18" MIN, ASTM .- FGF'-42CI 3,6 (42') izo 67511,50 3,95118,8 FGP48CI 4.V (48') 210 3 MIN PEA 4,445/9-9 FGP-500 GRAVEL 2.40 90012.00 6" PERFORATED FGP-6.00I 77 PIPE (1% MIW\ 1,12612.51 6,196 1118 10" MIN, GRAVEL OF 7,0' (84') 3.66 AASHTO No. 57 7,139116,9 FGP-8.0CI 2" C,...-EAN SAND// 4.26 1,576/3.51 24" STORM DRAIN LINE A-3 (NO RNES) BASIN A - Section 'A -A' N, OUTLET STRUCTURE N.T.S. NO. 93 STAINLESS STEEL "VEE -WIRE" TM (JOHNSON SCREENt OR APPROVED EQUAL) WELD SUPPORT BARS TO FRAME PER FABRICATOR INSTRUCTIONS 0.139" /r -2"x1/4" STAINLESS STEEL BAR SUPPORT BARS TE 0.074%0.5", 1"O.C. SECTION N.T.S. WELL SCREEN TRASH RACK DETA0,�. JOHNSON SCREENS, ST. PAUL, MN USA 1-800-833-9473 0 a 6" (Do 12" 1 147.0 C.G. 2 x 1.25" DIA. 0 0 6" 0 0 1146.5 BOTTOM 1/4" 5TAINLESS STEEL 9BIQU PLATE PERFORATION PATTERN (NTS) 1, HOT DIP GALVANIZED AND ASPHALT COATED OUTLET PIPE SECTION A -A MODIFIED CURB INLET DETAIL N.T.S. noGa ',"'+PlusBRACKET FILTER FRAME 4 SPECIFIER CHART MODEL NO, Curb OWIrig Wift w_ Storage Capacity - Cu. Ft. - Filtered Flow Rate GPMrFS - Bypass Flow Rate -GPMfCFS--. FGP-2401 2.0? (24-) 196 338/15 2,61315.6 FGP 31101 2,6' (W) 1.20 450 / I kO 3,008161 FGP-3601 3.v (W) 1.50 563 €"1,25 3,64717.9 FGF'-42CI 3,6 (42') izo 67511,50 3,95118,8 FGP48CI 4.V (48') 210 7681116 4,445/9-9 FGP-500 6.0'(60-) 2.40 90012.00 5,208111.6 FGP-6.00I 6.0' (72') 3,05 1,12612.51 6,196 1118 FGP-7,00I 7,0' (84') 3.66 1,3%13.01 7,139116,9 FGP-8.0CI 8.0' (W) 4.26 1,576/3.51 8,08:2 €18,0 FGP-10.0CI 10.9 (120") 4.86 10004.01 9,833 121.9 FGF'-12.0CI 12.9 (144*) 6,10 2,252/5.02 11,764126.2 FGP-14.0CI 14.0- (168") 7.30 2,700/6.02 13,515 130.1 FGP-16.00 %9 (192') 8.65 3.15217,02 15,446 /34,4 FGP-18,0CI I&V (216') 9.45 3,4901T78 17,152138.2 FGP-21.0CI 21,0' (262') 10,96 4,050 19.02 19,891144,3 FGP28.0CI 28.0 (336') 14k() 5,400 i 12.03 26,311€ 58.6 noGa ',"'+PlusBRACKET FILTER FRAME 4 4 4 'C' A EXPANSION FILTER LINER st BOLT SUPPORT BASKET. DETAIL A MOUNTING BRACKET * EXPANSION BOLTS SEE NOTE 2 SCALE 6/1 RUBBER GASKETS CURB FtoCordO+Plus 4 OPENING CURB INLET FILTER ASSEMBLY. 1, FloGardl&+PLUS filter inserts shall be installed across the entire U DRAWING NO. DATE BY REVISIONS DATE ACC'D BENCH MARK HUNSAKER & ASSOCIATES On BENCHMARK: SCALE ()VESS/ I R V I N E I N C CITY OF TEMECULA 3/17 DF ---FROM THE DL INLAND EMPIRE REGION ��1?EVISED STORM DRAIN LINE A-3, REVISED MODULAR INT. OF RANCH CALIFORNIA RD. AND WETLANDS AT LATS. A -3a & A -3b, ADDED SHEET 20 FRONT ST. 1.7 MILES NW ON FRONT ST. HORIZONTAL 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: JEFFERSON AVE. TO THE INT. OF JEFFERSON RIVERSIDE CA 92504 (951)352-7200 1 AT GAS CROSSING AND WINCHESTER (HWY 79), 2,0 MILES NE ON rn ENGINEERING a SURVEYING a GOVERNMENT RLATIONS TM 36479 REVISED LINE B 11 G PLANNING 0 1 =40' NO, 58020 WINCHESTER RD. (HWY 79) TO A BRIDGE OVER U-1 THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF PLANS PREPARED UNDER THE SUP 2/18 DF 4�DDED TRASH RACK TO OUTLET STRUCTURE [SION OF APPROVED BY: DATE:3113A9 PRIVATE STORM DRAIN IMPROVEMENT PLAN CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL \d V PATRICK THOMAS, 9*5iw $ OuTuer ST&uCTvM SE'LY COR BRIDGE OVER SANTA GERTRUDIS .�) e DETAIL SHEET LJ CREEK 4.5*N'LY OF S'LY SIDE OF CREEK. OF CAO� DATE: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ELEVATION BASED UPON THE NGVD 29 DATUM 1 11=41 HUDDLESTON, JR. R.C.E. NO. 58020 R.C.E. NO. 44223 SHEET 14 -4 20 C) U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 ----- ------ - --- - ---- -------------- A W NOTES. A 1, FloGardl&+PLUS filter inserts shall be installed across the entire width of curb opening. S"s capacity and clean flow rates are based on full width installation, CATCH 2. Filter insert shall be attached to the catch basin with stainless steel BASIN. i expansion anchor bolls & washers (3/8" x 2-1/2" minimum length.) See detail k SECTION B -B FOSSIL ROCK TOP VIEW ABSORBENT POUCH. �1, 3. FloGardO+PLUS filter inserts are designed with a debris trap/energy SCALE 1/1 dissipator for the retention of floatables and collected sediments 0 4 Fitter support frame shall be constructed from stainless steel Type 304, FLO-CARBO CURB INLET -,SEE DETAIL A S. Filter liner shall be constructed from durable polypropylene, woven, FILTER ASSEMBLY, fu j monofilament, geotextile. Filter liner shall not allow the retention of water between storm events,CURB 6. Filter inserts 'clip4n" filter utilizing FOSSILC) OPENING CD are supplied with pouches ROCK filter medium for the collection and retention of petroleum hydrocarbons (oils & greases). 7. FloGardO+PLUS filter inserts and FOSSIL ROCK T11 filter medium B pouches must be maintained in accordance with manufacturer 12.00 recommendations, A_ & FloGard +PLUS filter inserts are available in standard lengths of 24", B 3(r,36", 42" & 48" and may be installed in various length combinations (end to end) to fit length of noted catch basin. FILTER LINER 66 9, 0eari flow rates are "calculated' based on liner flow rate of 140 gallons SUPPORT BASKET. (D per minute per square foot of material, a factor of .50 has been applied to allow for anticipated sediment & debris loading. An additional safety CATCH OUTLET co factor of between .25 &.60 may be applied to allow for site specific BASIN. sediment loading. 10. Storage capacity reflects maximum solids collection prior to impending "Initial" filtering bypass. The Oultimiate'high-flow bypass will not become SECTION A -A impeded due to maximum solids loading. SIDE VIEW SCALE I /I CATCH BASIN FILTER INSERT 17 7 N N.T.S.< LD1 5-4493 DRAWING NO. DATE BY REVISIONS DATE ACC'D BENCH MARK HUNSAKER & ASSOCIATES On BENCHMARK: SCALE ()VESS/ I R V I N E I N C CITY OF TEMECULA 3/17 DF ---FROM THE DL INLAND EMPIRE REGION ��1?EVISED STORM DRAIN LINE A-3, REVISED MODULAR INT. OF RANCH CALIFORNIA RD. AND WETLANDS AT LATS. A -3a & A -3b, ADDED SHEET 20 FRONT ST. 1.7 MILES NW ON FRONT ST. HORIZONTAL 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: JEFFERSON AVE. TO THE INT. OF JEFFERSON RIVERSIDE CA 92504 (951)352-7200 1 AT GAS CROSSING AND WINCHESTER (HWY 79), 2,0 MILES NE ON rn ENGINEERING a SURVEYING a GOVERNMENT RLATIONS TM 36479 REVISED LINE B 11 G PLANNING 0 1 =40' NO, 58020 WINCHESTER RD. (HWY 79) TO A BRIDGE OVER U-1 THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF PLANS PREPARED UNDER THE SUP 2/18 DF 4�DDED TRASH RACK TO OUTLET STRUCTURE [SION OF APPROVED BY: DATE:3113A9 PRIVATE STORM DRAIN IMPROVEMENT PLAN CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL \d V PATRICK THOMAS, 9*5iw $ OuTuer ST&uCTvM SE'LY COR BRIDGE OVER SANTA GERTRUDIS .�) e DETAIL SHEET LJ CREEK 4.5*N'LY OF S'LY SIDE OF CREEK. OF CAO� DATE: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ELEVATION BASED UPON THE NGVD 29 DATUM 1 11=41 HUDDLESTON, JR. R.C.E. NO. 58020 R.C.E. NO. 44223 SHEET 14 -4 20 C) U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 ----- ------ - --- - ---- -------------- SEE SHEET 19 Know what's below. Call 811 before you dig. CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED STORM DATA BEARING/DELTA RADIUS LENGTH TANGENT N 32'01'17" E - 63.53' - �2 52040'59" 45.00' 41.38' 22.28' �3 14050'58" 300.00' 77.75' 39.09' 12 S 80°26'45" E - 107.54' - 33°49' 18" 340.50' 201.00' 103.52' (�s N 65°43'57" E - 46.50' - 15 03°50'41 " 526.11 ' 35.30' 17.66' ® 85028'02" 45.00' 67.13' 41.57' 9. :.L . ` ' m ID I I I i 1 f t a t f i m II C II w w o y c c' i e I o' s rr . 7 f i s : R a % i �1 • • e . e b i i I m • F" W t m W I� ,III u ,IffI� 0 W tlaN 1 0 rY .P III m m m P r _ R • 0 41.. P T . a> � o [ E t W� Y• 9• •� �� W I I ISI I I F) 1 I A�A• m � O I : 11✓ " � t 31111 'I I III I 1 E II III11 - f,I I 1`r-1 1 1 r • R P° J. 9 wY w 0 1 w w s •r r L : s ,a � JJ s • orf R w s 4 s s • •' . . 3; a SEE SHEET 19 Know what's below. Call 811 before you dig. CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED STORM DATA LINE "A-1" STORM DATA BEARING/DELTA RADIUS LENGTH TANGENT N 32'01'17" E - 63.53' - �2 52040'59" 45.00' 41.38' 22.28' �3 14050'58" 300.00' 77.75' 39.09' 12 S 80°26'45" E - 107.54' - 33°49' 18" 340.50' 201.00' 103.52' (�s N 65°43'57" E - 46.50' - 15 03°50'41 " 526.11 ' 35.30' 17.66' ® 85028'02" 45.00' 67.13' 41.57' LINE "A-1" STORM DATA DATE BY REVISIONS DATE ACC'D BENCH MARK BENCHMARK: SCALE �;F QROFESS/oN�`�1` FROM THE INT. OF RANCH CALIFORNIA RD. AND//�,� NtlDDL£S t j FRONT ST. 1:7 MILES NW ON FRONT ST. - HORIZONTAL JEFFERSON AVE. TO THE INT. OF JEFFERSON c) J AND WINCHESTER (HWY 79), 2.0 MILES NE ONf Z WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1•=40' w a NO. 58020 m. THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL1111 s� C T SECOR BRIDGE OVER SANTA GERTRUDIS 11 / V 1 CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. ,t , F OF �F 1ELEVATION BASED UPON THE NGVD 29 DATUM 1 =4 �h U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 ,,� 7+30.83 � LINE A-1 =1 +00.00 q LINE A-1 a =1+00.00 q LINE A-1 b !� IIi 00 i 7 5 1+60.42 C_ ko. 1170.67 TC V= 4.18', L=28.0' HUNSAKER & ASSOCIATES I R V I N E i N C 1 INLAND EMPIRE REGIONS- 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: § RIVERSIDE CA 92504 (951)352-7200 PLANNING • ENGINEERING It SURVEYING • GOVERNMENT RLATIONS PLANS PREPARED U ER THE PERWSION OF APPROVED BY: DAT THOMAS W. GAR !A DATE: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PAUL R. OLIDDLESTON, JR. R.C.E. NO. 58020 R.C.E. NO. 48279 V= 4.28, 1=21.0' CONSTRUCTION NOTES BEARING/DELTA RADIUS LENGTH TANGENT N 1505324" W - 10.58' - 10 20°51'06" 250.00' 90.98' 46.00' 1 '1 18°21'1 J 1) 250.00' 80.08' 40.39' 12 N 13023'30" W - 50.77' - 54°2652" 45.00' 42.76' 23.15' 14 N 67050'23" W - 3.87' - 15 N 78°37'51 " W - 18.00' - 16 N 46°53' 13" E - 17.99' - DATE BY REVISIONS DATE ACC'D BENCH MARK BENCHMARK: SCALE �;F QROFESS/oN�`�1` FROM THE INT. OF RANCH CALIFORNIA RD. AND//�,� NtlDDL£S t j FRONT ST. 1:7 MILES NW ON FRONT ST. - HORIZONTAL JEFFERSON AVE. TO THE INT. OF JEFFERSON c) J AND WINCHESTER (HWY 79), 2.0 MILES NE ONf Z WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1•=40' w a NO. 58020 m. THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL1111 s� C T SECOR BRIDGE OVER SANTA GERTRUDIS 11 / V 1 CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. ,t , F OF �F 1ELEVATION BASED UPON THE NGVD 29 DATUM 1 =4 �h U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 ,,� 7+30.83 � LINE A-1 =1 +00.00 q LINE A-1 a =1+00.00 q LINE A-1 b !� IIi 00 i 7 5 1+60.42 C_ ko. 1170.67 TC V= 4.18', L=28.0' HUNSAKER & ASSOCIATES I R V I N E i N C 1 INLAND EMPIRE REGIONS- 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: § RIVERSIDE CA 92504 (951)352-7200 PLANNING • ENGINEERING It SURVEYING • GOVERNMENT RLATIONS PLANS PREPARED U ER THE PERWSION OF APPROVED BY: DAT THOMAS W. GAR !A DATE: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PAUL R. OLIDDLESTON, JR. R.C.E. NO. 58020 R.C.E. NO. 48279 V= 4.28, 1=21.0' CONSTRUCTION NOTES _ INSTALL 18" H.D.P.E. PIPE (DUAL WALL) �5 -- CONSTRUCT MODIFIED CURB INLET C.B. NO. 1 PER R.C.F.C. & W.C.D CB 100 AND DETAIL ON SHEET 14 CONSTRUCT M.H. NO. 1 J PER R.C.F.C. & W.C.D STD DWG NO. MH 251 14 CONSTRUCT RIP -RAP PER DETAIL 20 ON SHEET 13 15 CONSTRUCT HEADWALL PER CAL TRANS STD DWG D866 ON SHEET 13 17 INSTALL CATCH BASIN FILTER INSERT PER DETAIL ON SHEET 14 12" PVC PIPE PER ROUGH GRADING PLAN i.44 q CB No.5 1188.73 TC V= 4.0', L=7.0' 0 20 40 80 120 160 SCALE: 1 .0 D.. • DRAWING NO. -roff , Z6 00 Go 0' 7 d-+ Q + Lj 8 r"� -4- + — CID 50.96 L.F. cd c� 02°26'51" 42" 0 STEEL CASING g 5.34' THICK MIN. BY BORE/JACK METHOD 25 N J,9032'19" W - 12.78' + Z 13 1102527" -� rWj A 11.96' CONSTRUCT 121.84 L.F. O V ro x P— 1159.7 Know what's below® CAM I before you dig. CONSTRUCTION RECORD [ceffilluffl1mrs0l INSPECTOR DATE COMPLETED 2.4" H.D.P.E.- (1153.33) TOP 30" GAS Lm 9-f SEE HEREON 9 10 LINE" - 11 STORM DATA 0 BEARING/DELTA RADIUS LENGTH TANGENT 0 02°26'51" 250.00' 10.68' 5.34' (2) N J,9032'19" W - 12.78' - 13 1102527" 60.00, 11.96' 6.00' O N 50057'47" W - 50.96, - 0 14°01 '40" 80.00' 19,59" 9.84' t s N 6405927" W - 15.83, - O 2504259" 250.00' 112,21' O N 89017'35" E - 82,35' - 0 06056'45" 520.50' 63.10' 31.59' 0 N 83°45'4 1" W - I30.011 — 0 All 11 V= 4.0" L=7.0' 195- 10 � LINE 8-1 END OF LINE Sff DETAIL 'P HEREON (D BEARING/DELTA RADIUS LENGTH TANGENT 11 48002'47" 45.00' 37.74' 20.06' 12 N 48011'32" E - 47.91 ' - 13 N 65017'28" E - 21.56' - 14 N 20045'16" W - 22.21 ' - 0 N 45018'36" E - 71.54' - t s N 28026'35" W - 25.45' - 0 0 0 0 — _ — — 0. 1 D=1.5- � ox c) 00 + N� 1(10 ca ca D=15' D=1.5' Q3 -I Lz Q) A I PER RX..FC. & W.C.D STD DWG NO. MH 251 7#2173 LM 08-f U. 3 gg PER R.C.F.C. & W.C.D STD DWG NO. M 803 ++ NTS INSTALL CATCH BASIN FILTER INSERT PER DETAIL z D=1.5- � ox c) 00 + N� 1(10 ca ca D=15' R.C.F.C. & WC.D C9 100 AND DETAIL ON SHEET 14 '�Nz 'Coi + Q) (-3f--V L VJq PER RX..FC. & W.C.D STD DWG NO. MH 251 7#2173 LM 08-f CONSTRUCT CONCRETE COLLAR gg PER R.C.F.C. & W.C.D STD DWG NO. M 803 ++ NTS INSTALL CATCH BASIN FILTER INSERT PER DETAIL D=1.5- � � c) 00 + Q-- INSTALL 24" AD.P.E PIPE (DUAL WALL) 00 L R.C.F.C. & WC.D C9 100 AND DETAIL ON SHEET 14 Q) (--V DETAL F I z INSTALL 18H.D.P.E PIPE (DUAL WALL) Q-- INSTALL 24" AD.P.E PIPE (DUAL WALL) 00 L R.C.F.C. & WC.D C9 100 AND DETAIL ON SHEET 14 Q) (--V DETAL F PER RX..FC. & W.C.D STD DWG NO. MH 251 10 CONSTRUCT CONCRETE COLLAR 11#M62 Uff 3-f + PER R.C.F.C. & W.C.D STD DWG NO. M 803 NTS m 0 DATE BY REVISIONS DATE ACC'D BENCH MARK HUN SAKE R & ASSOCIATES BENCHMARK: SCALE I R V I N F I N C 3/17 �& REVISED STORM DRAIN LINE A-3, REVISED MODULAR '�� '? ()VESS/ 9, A" FROM THE INT. OF RANCH CALIFORNIA RD. AN INLAND EMPIRE REGION -k- WETLANDS AT LATS. A -3a & A -3b, ADDED SHEET 20 -kc) FRONT ST. 1.7 MILES NW ON FRONT ST. HORIZONTAL 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: JEFFERSON AVE. TO THE INT. OF JEFFERSON 'z co -7200 REVISED LINE B-1 AT GAS CROSSING AND WINCHESTER (HWY 79), 2.0 MILES NE ON RIVERSIDE CA 92504 (951)352 WINCHESTER RD. (HWY 1 79) TO A BRIDGE OVER 1 11=40' �11NO. 58020 PLANNING •ENGINEERING a SURVEYING a GOVERNMENT RLATIONS THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF y- PLANS PRE SUP OF p D CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL APPROVED BY: DATE: COR BRIDGE OVER SANTA GERTRUDIS C/ PATRICK THOMAS, P.E. CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. 10=41 0 97 DA -y; -E: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ELEVATION BASED UPON THE NGVD 29 DATUM --Z==- PAUL R/AUDDLESTON, JR. R.C.E. N0. 58020 R.C.E. NO. 44223 1U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 fl 1+02-52 1168.38 F 8+J4.00 1166.87 FL U*) 6+34.19 � LINE 8-1 =1+00.00 q LINE B -le 1 8+38.00 167.00 FL 8+3194 LNE 'B'—T NTS "ONSTRUCTION NOTES 1 INSTALL 18H.D.P.E PIPE (DUAL WALL) Q-- INSTALL 24" AD.P.E PIPE (DUAL WALL) CONSTRUCT MODIFIED CURB INLET C.B. NCS: 1 PER R.C.F.C. & WC.D C9 100 AND DETAIL ON SHEET 14 CONSTRUCT M.H. NO. 1 PER RX..FC. & W.C.D STD DWG NO. MH 251 10 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D STD DWG NO. M 803 @ 17 INSTALL CATCH BASIN FILTER INSERT PER DETAIL ZL'\, =BY INSTALL I INSTALL 42" DIA. STEEL CASING 114- THICK MIN. BORE/JACK METHOD Y 0 0 20 40 80 120 1E SCALE: 1 40 LD1 5-449 CIT Y OF TEMECULA TM 36479 PRIVATE STORM DRAIN IMPROVMEN ET PLAN LINE'B-l' SHEET 17 "A WE LINE 'A-3' G7T��C11.I���IG� ..... t 4:1 / / %/� �� ' III• �. BASIN A } f / 17 5 1 "+29.27 q CB No. t }` RHC i , 3 1154.42 TC °_.......... Ali '1 l l `�l V= 6.0', L-28 0 . ' P-1156.0 ME 'A -2a' ` ;I I�.",., LINE 'A 2' SEE �'' I; SEE HEREON 1 /f LOT 93 �m 15 II I l ` P -1146.Q .. SEE ETAIL 'Gs'k :14+46.09 q CB�N0 5 17 HEREON 1155.40 TC�� 4.0 V , L-_ 28 0 y J 30 4:1 1 + 15 77 LINE` A�2' - ► ►� P-1159.7 6 R/W =1 +770.-00 i SEE SHEET 15 LINE "A-211 Know what's below. Call 811 before you dig. CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED DATE I BY 1102,04 +o ti+ _ II DETAIL 'G' 1+14.46 LINE -A-2' NTS �to 1+00.0o TO 1+62.00 I I , ; 12 REMOVE EXIST. 24 CMF BASIN B I i REPLACE WITH 24 RCP i EON 3 LAVE 2 EXIST. CB PROTECT O SEE HERIN PLACE r �1 r f j ! coF •- I > I I 12+37.72� CB No.6 17 : o 1128.36 To 5 V= 2.5', L=14.0' 15 ( .. L I LINE T t` a� �c Q z bo o0 o0 n ++ D=1.51. I< it it DATA TABLE C)fU� _. o Lr) 0 o D=1.5' � N DETAIL 'A' 7+30.13 LINE 'A-1' NTS DATE ACC'D BENCH MARK BENCHMARK: SCALE, �QROFESS/p\\� FROM THE INT. OF RANCH CALIFORNIA RD. AN /��� HUDDLFs FRONT ST. 1.7 MILES NW ON FRONT ST. — HORIZONTAL JEFFERSON AVE. TO THE INT. OF JEFFERSON co AND WINCHESTER (HWY 79), 2.0 MILES NE ON`t n WINCHESTER RD. (HWY 79) TO A BRIDGE OVER 1"=40' w �` N0. 58020 THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL SELY COR BRIDGE OVER SANTA GERTRUDIS CREEK 4.5'N'LY OF S'LY SIDE OF CREEK. 111=4' ELEVATION BASED UPON THE NGVD 29 DATUM U.S.G.S. BM. NO. T 46-81 ELEV. = 1097.16 HUNSAKER & ASSOCIATES I R V 6 N E I N C INLAND EMPIRE REGION =_ t2 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: RIVERSIDE CA 92504 (951)352-7200 PLANNING ■ ENGINEERING ■ SURVEYING a GOVERNMENT RLATIONS ANS PREPARED UNDE THE S ERVIS 0 OF APPROVEDBY: J DATE: THOMAS W. GAR IA DATE: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PAUL R. H DLESTON, JR. R.C.E. NO. 58020 R.C.E. NO. 48279 i}NICOLAS ROAD it li BEARING/DELTA RADIUS LENGTH TANGENT �t N 10°06'05" W - 77.59' - 0 N 55006'05" W - 23.78' - A N 67016'20" E - 71.36' - 0 N 76020'54" E - 15.66' - ® N 7504,3'19- E - 46.34' - �s N 7504,3'19" E - 2.64' - �7 18034'06" 45.00' 14.58' 7.36' ® N 57009' 13" E - 40.06' - HUNSAKER & ASSOCIATES I R V 6 N E I N C INLAND EMPIRE REGION =_ t2 2900 ADAMS STREET, SUITE A-15 RECOMMENDED BY: DATE: RIVERSIDE CA 92504 (951)352-7200 PLANNING ■ ENGINEERING ■ SURVEYING a GOVERNMENT RLATIONS ANS PREPARED UNDE THE S ERVIS 0 OF APPROVEDBY: J DATE: THOMAS W. GAR IA DATE: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PAUL R. H DLESTON, JR. R.C.E. NO. 58020 R.C.E. NO. 48279 i}NICOLAS ROAD it li 01F" E_I ' a 41 .... R BASIN B A � �I ! # � � `� ' ay.'6,.•''�i : ;II �. / /�=%fFT"4-:ei ?` sy. LINE T-3311 LNVE ' -3' SEE HEREON CONSTRUCT10"N NOTES 1 INSTALL 18" H.D,P.E. PIPE (DUAL WALL) Cl INSTALL. 18" R.C.P. PIPE (D-2000) 4 INSTALL 24" R.C.P. PIPE (0-2000) — CONSTRUCT MODIFIED CURB INLET C.B. NO. 1 PER R.C.F. C. & W C.D C8 100 AND DETAIL ON SHEET 14 6 CONSTRUCT J.S NO, 2 PER R.C.F.C. & W C.D STD DWG NO JS 227 CONSTRUCT MH. NO. 1 PER R C.F.C. & W.C.D STD DWG NO. MH 251 10 CONSTRUCT CONCRETE COLLAR' PER R C.F.C. & W.C.D STD DWG NO. M 80.3 11 CONSTRUCT OUTLET STRUCTURE PER DETAIL 21 ON SHEET 14 12 REMOVE EXISTING CMP INLET AND EXISTING CMP PIPE G)_CONSTRUCT RIP -RAP PER DETAIL 20 ON SHEET 13 15 CONSTRUCT HEADWALL PER CAL TRANS STD DWG D86B ON SHEET 13 16 INSTALL JUNCTION STRUCTURE 6 PER ,R.C.F.0 & W.C.D. JS 231 17 — INSTALL CATCH BASIN FILTER INSERT PER DETAIL ON SHEET 14 MIMS'! [10101 id, 1110-1111100", TM 36479 A STORMDRAIN r'A PLAIII LD1 4. DRAWING N N-) I 0 c d c 0 C) SHEET 18 OF o 12- t SITE SPECIFIC DATA PROJECT NUMBER 1302 PROJECT NAME ARBOR VISTA PROJECT LOCATION TEMECULA, CA STRUCTURE ID ---- TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0,042 TREATMENT HGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE DVER T PIPE DATA IE MATERIAL DIAMETER INLET PIPE 1 1139 57 PVC 8" INLET PIPE 2 NIA NIA NIA OUTLET PIPE 11 J7.54 PVC 8" PRETREATMENT B10FILTRA TION DISCHARGE RIM ELEVATION 1141.67 1141.67 1141.67 SURFACE LOAD PARKWAY OPEN PLANTER PARKWAY FRAME & COVER 24" X 42" NIA NIA WETLANDMEDIA VOLUME (CY) 0.83 WETLANDMEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) 01.03 NOTES.- PER BID SET PLAN. DW -8- 10, TG-EG=16 "t, W=12'1. -A PATENTED PERIMETER PROJECT NUMBER 1202 PROJECT NAME 5 VOID AREA STRUCTURE ID DRAIN DOWN UNE--,, TREATMENT REQUIRED VOLUME BASEL] (CF) FLOW BASED (CFS) 0,42 TREATMENT NGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE PRE-RLTER LL IE CARTRIDGE DIAMETER INLET PIPE 1 INLET' PIPE Ir ,. . OUTLET PIPE SEE NOTES SEE NOTES OUTLET PIPE 1138.15 PVC 8" VEGETATION INSTALLATION NOTES Puff1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND ESTABLISHMENT' INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND MEDIA APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE: P PES NOT 1 TR D£ 8 0 (I CAN N U EY ND FLUSH). INVERT DF OUTFLOW PIPE I MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS 6# 1'^�'4' 0 `----► 6 AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK 5'_Q'" GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. LEFT SEND VIEW 4 CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPLCIRED OTHERWISE, 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 7 CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR ACTIVATION OF UNIT. MANUFACTURES WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE: GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE: FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER, Know what's be ow. Call 81 `1 before you dig. CONSTRUCTION RECORD CONTRACTOR INSPECTOR DATE COMPLETED PLAN VIEW C� CIL (1142.03 11 to r SITE SPECIFIC DATA PROJECT NUMBER 1202 PROJECT NAME ARBOR VISTA PROJECT LOCATION TEMECULA, CA STRUCTURE ID ---- TREATMENT REQUIRED VOLUME BASEL] (CF) FLOW BASED (CFS) 0,42 TREATMENT NGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE DVER T PIPE DATA IE MATERIAL DIAMETER INLET PIPE 1 1140.18 PVC 8" INLET PIPE 2 OUTLET PIPE 1138.15 PVC 8" PRETREATMENT 810FIL TRA TION DISCHARGE RIM ELEVATION 1142.28 114228 1142.28 SURFACE LOAD PARKWAY OPEN PLANTER PARKWAY FRAME & COVER 2 EA O30" NIA 024" WETLANDMEDIA VOLUME (CY) 9.50 WERANDMEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) 03.07" NOTES. • PER BID SET: DVT -8-10, TC -EG -16 "t, W-261. t a i INSTALLATION NOTES 114228 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND RIMIFG INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN FLOW CONTROL MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE: MANUFACTURER RISER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY 1► s a a IE IN �a a i 0 0 ? � i �,{ •aQ € THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY i .: , > cz�«a,�.3,:«.i `.�:�'�.�<.,�'.: .. ' � •,xa.'.'.�' '"mow. `:..�.�r6.�..:�:�r�,.x..�..,•,;xK... �;�:i:.;�. a PROJECT ENGINEERS RECOMMENDED 8ASE SPECIFICATIONS IE OUT J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE 7 16'- ?� MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS 17 �- -vAROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL ELEVATION VIEW MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS 4, CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE: 6.. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION, 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR ACTIVATION OF UNIT. MANUFACTURES WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE: GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. THE PROWOr MaTM UAY BE PROPRIETARY AND CONFIDENTIAL: t 5 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO°` ONEAIW OF rte• ftTLLMM 46 PAA .• W INFawwN CWMVMIN rWS DRUM IS W SOLE1vt �} D l CHANGE: FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS 7,424262; 7,470,362; 7,674,"78 OF MODUM WMAOS S , ,uvr AND ACCESSORIES PLEASE CONTACT MANUFACTURER, . ,ars; TO FORDO ROWOD C17ON IN PART OR AS A E W'�r �� PAMM OR OMER PAIM AMM POWSSfON OF MODULAR, W:x7ZAADS SYSMW iS PROWOwvrw-NvduiprW.,rlands.con; } 8` TM DVER LA" END VIEW ' i� r`Ri ,f'•� Yifi� fitr` _.11x117! ` 201",,�.�;� RIGHr E N0 VIEW MODULAR WATER QUALIDIVERSIONW E I R SYSTEM WtILHiVV.3 I 8" PIPE CURB TWE CATCH BASIN 8° MA14HOLE COV�R-\ CURB OKN1NG TROUGH ! i INV PER PLAN �..._.._.m .; TROUGHI'1PE FLOW RAIE 9 LIMITS OF OPTIONAL CURB INLET WNG PEAK FLOW OUTLET PITL rlifS M (}ie m) S4aW i`ACM a Fa0W 841E (cta) •74 PROFILE - CATCH BASIN LOCA71ON MAY VARY SECTION 1 EW WALL OF CATCH BASIN 10" WOE X 80 HIGH MANHOLE COVER --1 (NEW OR EX1S 1NG) 61AX1AL RIBERGLASS DIVEERSION TROUGH 61 PEAK PLOW = . 74 CFS 8" PIPE a .. . • 'b , IPA `t . TO WATER -+ QUALITY UNIT e` V dam. a` CURB OPENING I S=0.010 (MIN) D R" A W IN 1 - CATCH BASIN PATENT PENDING AItJl UL� C N���i�4;'`�� �i.:ICi`i:> 14`, �,... DATE TIT r869 V EN' T II''`. ) i N!. !"� I it.11 t' I i I•"^;:� !h ',`, i"l.�nt;thl,I�. (a ".i�E'}.ti •r'fx`or EDITED 1, TROUGH T4 BE CONNECTED TO CONCRETE BELOW CURB OPENING USING f"WIMII TAR Y ,>„ 1� �.. �3 ' ` � � 1/2' x 1-1122° 316 STAINLESS STEEL SPIKE MUSHROOM HEAD DRIVE ANCHORS TI -C '„ ONTAIN D IN .......... _ . . SPACED 12' ON CENTER IH` 1`3'L'_E i}kup'--YIY ]T CDKNTSi A�i 11!11 YiC ltt� +i`..y` �) i . Y �i'�•. rF 1 2. USE DAP CONCRETE WATERT16HT FILLER & SEALANT TO SEAT. SEAM BETWEEN e PF.UDLC NUN IN P4R IN ASP 'v!�Gt r T - 10-8 FIBERGLASS WEIR & CONCRETE WALL OF CATCH BASIN. ,'i?.:-0UT fl," ;T7 PERMIS::N EP a' ;t u; `ri t'J psi. m. 1 POH1; H, �. t .E '47 "'ITS INN, , '-"H;-'Ll I L-111 DATE BY REVISIONS DATE ACC'D BENCH MARK--`��-�`-��-� HUNSAKER & ASSOCIATES BENCHMARK: SCALE - egad E SS I o���� i v i N E I N c 3/17 REVISED STORM DRAIN LINE A-3, REVISED MODULAR FROM THE INT. OF RANCH CALIFORNIA RD. AND �4v �WDDL� � �i + INLAND EMPIRE REGION ,--� WETLANDS AT LATS. A -3a & A -3b, ADDED SHEET 20 FRONT ST. 1.7 MILES NW ON FRONT ST. - HORIZONTAL �r4 `� ��o `����} ' ?900 ADAMS STREET, SUITE A-15 RECOMMENDEF) BY: DATE: JEFFERSON AVE. TO THE INT. OF JEFFERSON �r J``'' { RIVERSIDE CA 92504 951 352-7200 REVISED LINE B-1 AT CAS CROSSING AND WINCHESTER (HWY 79), 2.0 MILES NE ON N � � PLANNING ■ ENGINEERING ■SURVEYING ■ GOVERNMENT RLATI(3NS /2\-F'eL0(.--A'Te MQ�iV ��,�,INCHESTER RD. (HWY 79) TD A BRIDGE OVER1 =40 NO. 58020 L t.AMti