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949-O TR 34275,36647 IP060019 6/30/2008 Paloma Wash - Storm Drain laterals Holla Holland Rd �- CONSTRUCTION NOTES ,.__, ___ ,. -••. CONSTRUCT 3' CHAIN LINK FENCE PER RCFC & WCD STD. DWG. M801 T � ' C \ 0 O (SEE SHEET 1 FOR REQUIREMENTS OF APPROVED EQUAL) CHAIN LINK TO BE USED ADJACENT r k 3 5 CONSTRUCT CHAIN LINK FENCE PER RCFC & WCD STD DWG M801 OR APPROVED EQUAL 6 2 S U A V UAL - `' / \ `3p�p TO W I NGWALLS CONSTRUCT 4-CELL 8'H X 12 'W CONCRETE BOX CULVERT PER CALTRANS STD D80 & D82 AND \ ~` � `" ® SHEET 25B (PRECAST AND LIFT PER DETAILS ON SHEET 28) 1Ci REMOVE A.C. PAVEMENT \ / CONSTRUCT 0. 46 ' AC W/SEAL COAT OVER 1 .85' CLASS II AGGREGATE BASE OR AS REQUIRED `! '.:' �,, •�, \ BY THE SOILS ENGINEER 2 j '� lo� �` \F 76 CONSTRUCT CONCRETE BOX CULVERT WARPED W I NGWALL PER CALTRANS STD D86A T � 946 CONSTRUCT HEADWALL AND PARAPET PER DETAILS ON SHEET 25B co °�� ' 24 r 1424 2 GB — r 24 . r N ^ LINE A 18" RCP 0 ` ;` SEE SHEET 17B Gj ' '. • f .., ' 33 34 � � x - a is v ho 14 . G 104+51 37 fl 142 .32 /� / +j Npp / J, w ryN 4 1 F6 2 u Q� � � 1 �' �` , o, c ' 148 2 1 SLOPE: � ,N Qo �' I IN TOE OF SLOPE ^�` 2 'IV) a o SSE E Q , 1 O (0 11 S` S ». 1437. 2t 00 DAYLIGHT/ LIMITS OF GRADING cv N O :3 1 1440 N m C'V i 015 FF 36 • o � � 11 SHEET Rcp 7 I I f Sp h p� E� °79 R ,fr ' e Li J /6TAR / ' �t'olr • ' 4 Ek. p� SCE a i ECT SE l CD f Eop / c£ o 0 O a U CIO r' I IjJ N W ' 1 i W r HOLLAMD ROAD CULVERT' I11j, / l >Il L l 0 r w 20 0 20 40 60 ( 0 CSA APPROVAL- PL AN SCALE: 1 "=20' RECOMMENDED BY: / DATE: > J PM 34275 ACCEPTED BY: � / �� DATE: a/--43-09- o COUNTY OF RIVERSIDE C.S.A. 145 a �,,fESSro�, COUNTY of RIVERSIDE DIGAT _ER•j• BENCt-�u1ARK• DATE: 1970 ELEv: 1495.sss QR�ESS� PLANNING DESIGN CONSTRUCTION �VIS`INf�J RIVERSIDE COUNTY FILDOD CONTROL AND PALOMA WASH CHANNEL ` N0' �`° �• F �� ntato A� � � ^^' ""` 2.7 MILES SOUTH ON 1iRIETA ROAD FROM THE �,��°t` M.�r9�F WATER CONSERVATION DISTRICT STAGE 2 4-0-001 > »2 L- s y� 4a6r0 COUNTY CENTER DFVMF-surf 100 ro ><�� CATHOLIC CHURCHAT SUN CITY, 45 FT NORTHEAST z ■ ■ ■ �u_q,c 925W 7 RECOMMENDED FOR APPROVAL BY: APPROVED BY: PRECAST RCB DRAWING NO. No. 45702 �► OF POWERPOLE #16193, 29 FT EAST OF MURRIETA rn m co xp.693/ ;a CON 5 U LT I N G 9SL676AMZ • FAX 9%676.7240 • wwa1�F.0011, 4-96 7 109 Exp. 12/31�06 ALAN D. FRENai DATE ATLFJIiT7 M ROAD. AND 2 FT ABOVE THE ROAD, 2 FT CHAIN LINK � Exp.6/30,(�s � HOLLAND ROAD CULVERT � ♦[ * ll�ou � OF THE NORTHWEST CORDER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. OOTTS R.C.E. NO. 69395 �� i /} Cl v It ,!\� C/i%% ;��It;wi FENCE, 2 FT NORTH OF A HATER METER, 2 FT EXP. DATE: 6/30/08 SHEET N0. Q " FIMM°' "`� civ� , HEADWALLS W I NGWALLS �tF IF C At�E ��!/ OF�OUIFBN CK�+OwM IN POSTP06T, SET A BRASS DISK glFpF CN�� DATE tt DATE: Z j ATE: Z-Z 7-?.00a - - [E � - I� DESCRIPTION Ate. a„= & GRADING 12B OF 28 4q - O PYRAMAT INSTALLATION NOTES: - Permanent Turf Reinforcement Mat 1 • PYRAMAT®HIGH PERFORMANCE TURF REINFORCEMENT MAT (HPTRM) , SHALL BE INSTALLED Anchor(Typ) Pryamat HPTRM IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION GUIDELINES DETAILED HEREON. 2. THE PYRAMAT SHALL BE SOIL FILL WITH 1 " TOP SOIL FOLLOWED BY PLANTING °PER LANDSCAPE PLAN. I R/W R/W 30' Max. typ. I ACCESS INTAN R E 3 PYRAMAT SHALL I D DOWNSTREAMENDOF THE CHANNEL. START THE INITIAL IT N A NCHOR C T THE ANCHORTRENCHSHALLLL HAVE THE I I PYRAMAT SHALL BE . } I MINIMUM DIMENSIONS OF 2 FEET DEEP BY 1 FOOT WIDE. THE P O O UNROLLED FROM DOWNSTREAM TO UPSTREAM (SEE SECTION D-D' BELOW) . a _ PTRM SEE SE T. A-A' 13 - x 0 �7- — — — — _ I _ _ 4• SIMULATED CHECK SLOTS SHALL BE PLACED ALONG THE HPTRM (PERPENDICULAR TO THE FLOW I � 4" Max. Q _ 0 Co EXIST. 2: 1 MAX 2: 1 MAC DIRECTION) AT A MINIMUM OF EVERY 30-FT ON CENTERS (SEE DEIAIL RIGHT) . tYp - GROUND 15' MAINT. RAMP 5. THE PYRAMAT SHALL BE TERMINATED AT THE UPSTREAM END WITH A TERMINAL ANCHOR E 0 0 o O 0 N HPTRM 13 TRENCH. THE MINIMUM DIMENSIONS OF THE TERMINAL ANCHOR TRENCH SHALL BE 2 FEET v O 2 O� SEE SEE-T. A-A' I DEEP BY 2 FOOT WIDE (SEE SECTION B-B BELOW) . N 2: 1 MAX2: 1 MAX 6 - ANCHOR PINS SHALL BE 18 INCHES LONG WITH A 1 .5 INCH DIAMETER WASHER ON THE E °' 0 0 END (SEE ANCHOR PIN DETAIL RIGHT) . THE ANCHOR PINS SHALL BE PLACED AT A E x 0 MINIMUM OF 2.5 ANCHORS PER , SY (SEE ANCHOR PATTERN DETAIL RIGHT) . ADDITIONAL coo 9 0 4" Max ANCHORS SHALL BE' R UURED IN THE ANCHOR TRENCHES CHECK SLOTS AND AT ALL _ "v 0 yp OVERLAPS PER THE CHECK SLOT DETAIL AND SECTION B-B' , C-C' AND D-D' HEREON. c Steem�Was dia 0 0 0 CO St 460 mm (1.5 ft) 7. WHERE HPTRM MEETS A CONCRETE APRON, THE HPTRM SHALL BE STARTED OR ENDED USING U)r 0 ' I I ONE OF THE FOLLOWING METHODS. S mm (0.20 in.) dia Steel (Typ) I-low 5 115 38 54 .5 54.5 38 15 5 METHOD ONE: CONSTRUCT A INITIAL OR TERM I NAL TRENCH, WHICHEVER APPLIES, AS 900 mm (3 ft) (Typ) ---`� 225' I DETAILED BELOW (SECTION B-B' OR D-D' ) . USE CONCRETE SLURRY Anchor evices typ. AS BACKFILL INSTEAD OF COMPACTED FILL. ENSURE HPTRM IS ANCHORED ANCHOR PIN DETAIL ANCHOR PATTERN ADDITIONAL ANCHOR REQU I RELENT DETAIL TYPICAL PALO�MA CHANNEL AT MA I NTANENCE RAID PER DETAIL (SECTION B-B' OR D-D' ) SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE {MOSS—SECTION METHOD TWO, CAST 6" TREADED 1/4" DOWEL 4" INTO FRESH CONCRETE 3" FROM CONCRETE SCALE: 1 "=50 HORIZ. EDGE AND 12" O.C. AN EQUIVALENT EXPANDING BOLT MAYBE USED IN 1 "=5 VERTICAL CURED CONCRETE. OVERLAP HPTRM WITH CONCRETE BY 6" MINIMUM. PYRAMAT® HIGH PERFORMANCE AFFIX THE HPTRM USING A 2" WASHER AND NUT (SEE DETAIL RIGHT) . TURF REINFORCEMENT MAT IJ7:�WlHl " OVERLAP MIN. CONSTRUCTION NOTES 8. WHERE HPTRM MEET S RIP RAP, EXTEND HPTRM MINIMUM OF 3' INTO RIP RAP AND CONSTRUCT I /4��N U TR O 13 INSTALL PYRAMAT HIGH PERFORMANCE INITIAL OR TERMINAL TRENCH PER DETAILS HEREON. RIP RAP TO BE PLACED PER SPECIFICAIONS TURF RE I NFORCEWENT MAT (HPTRM) ON THESE PLANS OVER 3' LENGTH OF HPTRM. PER DETAILS AND NOTES ON SHEET 16 6" CON APRON _ e . a WITH 1�4" N U T A LONGITUDINAL ANCHOR TRENCH 6"-1/4" DOWEL e SPACED AT 12" O.C. CUTOFF WALL TERMINAL OR 1/4" EXPANDING DEPTH=4' ANCHOR INITIAL TRENCH T BOLT YRAMAT® PANE(TYPICAL) L' ANCHOR Reinforcement Mat IMETFW 2 - (UPSTREAM) TRENCH Turf B B' C C D D� (DOWNSTREAM) Flaw 300 Mm(1 ft) JOINING HP NOT TO TO SCOLEDNCRETE Compacted Backfill LONGITUDINAL ANCHOR TRENCH Flow (COMPACTED BACKFILL) FLOW '\�\\,�\\ �� // \ �\ PYRAMAT® HIGH PERFORMANCE OVERLAP MIN. c•, TURF REINFORCEMENT MAT E E 0 0 cD \ CHANNEL INVERT / A* SCOUR PROTECTION ANCHOR TRENCH 600 mm (2 ft) PLAN VIEW Min Anchor 2' / \ 18" NAILS WITH 1 1/2" WASHERS MIN \\/�1 CHANNEL BANK PROTECTION USING H I GHT SECTION B—B" SPACED AT 12" O.C_ PERFORMANCE TURF REIN=C MA SECTION C—C' \\ `2: 1 MAX SCALE: NOT TO SCALE\ \ \ \� TERM I NAL ANCHOR TI r-T ' � .. ��...�'�._ ��, (UPSTREAM) DETAIL OVERLAP OF ADJACENT PALLS SCALE: NOT TO SCALE SCALE: NOT TO SCALE F 1' MIN PREPARED SUBGRADE 1' IN FLOW 00 N CHANNEL BOTTOM PYRAMAT® HIGH PERFORMANCE, N TURF REINFORCEMENT MAT (HPTRM) W 18" NAILS WITH 1 1/2" Z SECTION A—A ' WASHERS SPACED N 1 AT 12" O.C. 2'MIN GJANNEL BANG PROTECTION USING HIGH M I N $" OVERLAP MIN. PERFORMANCE TURF REj1�ORNT MAT (F�'TRM) COMPACTED BACKFILL 0 a SCALE: NOT TO SCALE °° PYRAMAT HIGH PERFORMANCE PYRAMAT® HIGH PERFORMANCE N TURF REINFORCEMENT MAT TURF REINFORCEMENT MAT CD 2' MIN J W Z FILL WITH 1 1/2" - 6" ROCK 2' 18" NAILS WITH 1 1/2" WASHERS MIN SPACED AT 12" O.C. Q 18" NAILS WITH 1 1/2" WASHERS SPACED AT 12" O.C. SECT ION D-D o > INITIAL ANI2M TRENCH 0 CSA APPROVAL: Q_ OVERLAP OF ADJACENT SIDE SLOP PANELS (DOWNSTRE,AM) DETAIL RECOMMENDED BY: DATE:SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE MIN PM 34275AccEPTEo BY: DATE: o 1-2 3-o R' 1-1 C"TY (IF RIVERSIDE C.S.A. 145 a osfEss/��, COUNTY, OF RIVE&4IDE DIG`��1ZT BENCFIWARK: DATE 197o ELEv. 1495.886 QgofSs = PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS RIVERSIDE COUNTY FLOOD CONTROL AND �Irox , o ,, PALOMA WASH CHANNEL0`'�`� N0' �`` M.�r �F WATER CONSERVATION ]D�rRICT STAGE 2 4-0—M 111-02 0 MALTUI! 2.7 MILES SOUTH ON MURRIETA ROAD FROM THE �, j' CATHOLIC CHUl;CH AT SUN CITY 45 FT NORTHEAST s y%' ■ ■ ■ ,0■°couNrY�11�owe' W 100 RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAWING NO. No. 45702 /• • 1—M-227-2= OF POWERPOLE #16193,. 29 FT EAST OF MURR IETA W No.69395 m CONSULTING s7s eo42 •• FAX 76.72wwwABF cm 1 2/3 i/a * AiArr o. Fri DATE � ROAD. ��ST CORNER OFF A 4 FT CHAIN K ABOVE THE ROAD, 2 FT * EXP.6/30/t8 * PREPARED BY. ANTHONY M. COTT'S R.C.E. NO. 69395 _t e_ Ia K l Ll PYRAMAT DETAILS 4 �' �I 1 tt ��! u■■■�oao�w�Neir FENCE, 2 FT NORTH OF A WATER METER, 2 FT Jj CIVI L ��Q EXP. DATE: 6/30/08 SHEET NO. Q 10- RECOMWENDED' NDYM �A aF�oMAe■arsaw► IINN�AH OF A MARKER CONCRETE POST. DATE: SET A BRASS DISK 9lFOFCN��R 4 DAIS: ,(�[� �II IPTION erne. oraE DATE: L ATE: Z��0$ 13 OF �8 qo POLYPAVEMENT PRELIMINARY PROCESSES - - MIX-IN APPLICATION METHODS PRELIMINARY PROJECT NOTATIONS: TOOLS NEEDED FOR SOIL MOISTURE FIELD TEST 1 ONE-GALLON BUCKET, CALIBRATED AND MARKED AT 100 FLUID OUNCES GENERAL EQUIPMENT FOR MIX-IN APPLICATION METHODS 1. SIZE OF AREA TO BE TREATED (PER 55 GALLON BARREL): 1,467 SQUARE FEET 1 FIVE-GALLON BUCKET OR A SMOOTH NON-POROUS SURFACE 1. STORAGE: INDOORS OR OUTDOORS, BUCKETS, DRUMS, AVOID FREEZING TEMPERATURES. 2. SPECIFIED DEPTH OF TREATMENT: 3 INCHES 1 SIXTEEN OUNCE PLASTIC BOTTLE (GRADUATED IN FLUID OUNCES) 2. TRANSFER EQUIPMENT: WATER PUMP, HOSES, FITTINGS, FUNNELS, BUCKETS. 3. RECOMMENDED °r6 POLYPAVEMENT BY VOLUME OF SOIL: 2.00 PERCENT(°r6) 1 HAND SPADE, SMALL GARDEN TYPE 3. SPRAYING EQUIPMENT: 500 GALLON TANK WITH SPRAY BAR OR HAND WAND. (2°� IS NORMALLY SPECIFIED OR SLIGHTLY LESS IF SOME IS WITHHELD FOR THE SURFACE 1 TAMPING ROD (1" DOWEL ROD, OR USE THE HAND SPADE HANDLE) 4. TILLING, MIXING EQUIPMENT: TRACTOR DRAWN OR WALK BEHIND ROTO-TILLER. TREATMENT. IN NO CASE SHOULD THE % POLYPAVEMENT BE GREATER THAN 2.5%) 5. GRADING AND LEVELING EQUIPMENT: HAND RAKES. 4. VOLUME OF POLYPAVEMENT FOR MIX-IN APPLICATION: 52.0 GALLONS 1. ADD IN-PLACE EXISTING OR IMPORTED SOIL GRADUALLY TO THE 1-GALLON BUCKET WITH NO WATER, 6. COMPACTING EQUIPMENT: ONE-TON STEEL DRUM ROLLER, HAND TAMPER. 5. SET ASIDE POLYPAVEMENT FOR SURFACE APPLICATION: 3.0 GALLONS WHILE COMPACTING THE SOIL FIRMLY WITH TAMPING ROD. FILL THE BUCKET TO THE 100-OUNCE FILL LINE 7. MEASURING EQUIPMENT: TAPE, MEASURE, METERING TANK, BUCKETS, CALCULATOR. (THE SURFACE APPLICATION IS INTENDED TO PRODUCE A TOUGH, DURABLE SURFACE. IF A WITH COMPACTED SOIL. SURFACE THAT APPEARS MORE LIKE NATURAL SOIL IS PREFERRED, OMIT THE SURFACE 2. EMPTY THE 100 OUNCES OF COMPACTED SOIL INTO THE LARGER BUCKET OR ONTO THE NON-POROUS THE EQUIPMENT MUST BE SELECTED TO MATCH THE SIZE OF THE PROJECT. SEE "FIELD APPLICATION APPLICATION AND MIX ALL OF THE POLYPAVEMENT INTO THE SOIL.) SURFACE AND LOOSEN THE SOIL WITH THE HAND SPADE. EQUIPMENT & GUIDE" ON THE POLYPAVEMENT WEB SITE FOR EQUIPMENT SELECTION RECOMMENDATIONS. 3. FILL THE 16 OUNCE BOTTLE TO THE 16 OZ FILL LINE WITH PLAIN WATER. SPRINKLE, POUR OR SQUIRT 6 ' CHAIN WATER SLOWLY ONTO THE SOIL WHILE MIXING THE SOIL WITH THE HAND SPADE. MIX-IN APPLICATION PRECAUTIONS LINK R/W 4. SQUEEZE HANDFULLS OF THE SOIL CONTINUOUSLY WHILE MIXING WITH HAND SPADE UNTIL THE MOISTURE 1. COMPLETE THE SELECTED APPLICATION PROCESS ON A SMALL SCALE AREA(I.E. ONE SQUARE YARD) PALOMA 15' CONTENT OF THE SOIL REACHES OPTIMUM MOISTURE CONTENT(OMC) FOR COMPACTING. OMC IS THE BEFORE ATTEMPTING A FULL SCALE PROJECT. WASH POINT REACHED WHEN SOIL THAT IS SQUEEZED IN THE HAND HOLDS TOGETHER IN A FIRM TIGHT CLUMP. IT i IS BEST TO BE A LITTLE UNDER OMC THAN A LITTLE: OVER OMC. 2. DO NOT APPLY POLYPAVEMENT SOIL SOLIDIFIER DURING RAINFALL. POLYPAVEMENT 5. NOTE THE OUNCES OF WATER USED TO BRING THE SOIL UP TO OPTIMUM MOISTURE CONTENT FOR WEAR-SURFACE 4tl�t COMPACTING. 3. DO NOT APPLY POLYPAVEMENT SOIL SOLIDIFIER IF RAIN IS FORECAST IN THE NEXT 24 HOURS. IF RAIN N IS EXPECTED BEFORE THE SURFACE OF THE NEWLY APPLIED POLYPAVEMENT SOIL SOLIDIFIER HAS OUNCES OF WATER USED. (CALL THIS NUMBER"O�W') DILUTION RATIO IS SET BY %W TO 2°�6 DRIED, COVER THE WET POLYPAVEMENT SOIL SOLIDIFIER APPLICATION WITH A WATERPROOF TARP TO i 4: 1�2\ /� - - POLYPAVEMENT PREVENT RAIN DAMAGE. COMPACTED SOILS 3" COMPACTED SOIL "%W' IS THE PERCENT WATER THAT MUST BE ADDED TO THE SOIL TO ACHIEVE OPTIMUM MOISTURE 4. DO NOT EXPOSE CONTAINERS OF POLYPAVEMENT SOIL SOLIDIFIER TO FREEZING TEMPERATURES. PER GEOTECHN I CAL MIXED W/ POLYPAVEMENT CONTENT (OMC) FOR COMPACTING. REPORT "%POLYPAVEMENT' IS THE PERCENT POLYPAVEMENT REQUIRED FOR SUFFICIENT BONDING (NORMALLY 2% 5. DO NOT APPLY POLYPAVEMENT SOIL SOLIDIFIER AT AIR OR GROUND TEMPERATURES LESS THAN 42 OR AS OTHERWISE RECOMMENDED). DEGREES FAHRENHEIT. CALCULATIONS: 6. ALLOW FOR PROPER DRAINAGE: OF A POLYPAVEMENT SOIL SOLIDIFIER APPLICATION. GRADE, POLYPAVEMENT MIX- IN METHOD 1. SOIL MOISTURE REQUIREMENTS (PERCENT WATER, OR %W) (%W) CONTOUR, AND COMPACT THE SOIL SO THAT THE FINISHED SOIL SURFACE WILL BE FREE OF 2. MIX-IN DILUTION RATIO: (%WATER TO%POLYPAVEMENT) TO RATIO DEPRESSIONS. 3. POLYPAVEMENT REQUIRED FOR MIX-IN GALLONS 4. WATER REQUIRED FOR MIX-IN: (%W/2%)X #3 (GALLONS) GALLONS 7. ALLOW ANY EXCESS MOISTURE IN THE TREATED SOIL TO DRY BEFORE COMPACTING IF NECESSARY, AS ROTO-TILLER APPLICATION METHOD 5. CAPACITY OF DILUTION TANK GALLONS OPPOSED TO COMPACTING SOIL THAT IS OVER-WET BECAUSE IT MIGHT TEND TO STICK TO THE 6. AREA COVERED PER TANK LOAD: [#5/(#3+#4)] X 1467 SQ. FT. SQUARE FEET ROLLER. TRACTOR DRAWN OR WALK BEHIND ROTO-TILLER NOTE: THE SOIL SHOULD HAVE ALREADY BEEN TESTED FOR SUITABILITY AND FOR CHEMICAL 8. THE MINIMUM DILUTION RATIO RECOMMENDED FOR A POLYPAVEMENT MIX-IN APPLICATION IS TWO GENERAL COVERAGE: 80 SQ_ FT. PER GALLON PER INCH OF TREATMENT DEPTH (SEE NOTES 1 &3) CONTAMINANTS. IF NOT, THE TEST INSTRUCTIONS FOR SOIL SUITABILITY AND CHEMICAL CONTAMINATION PARTS WATER TO ONE PART POLYPAVEMENT. IF A DILUTION RATIO LOWER THAN 2 TO 1 IS USED (I.E., AREA COVERED: 1,467 SQUARE FEET, PER 55-GALLON DRUM AT 3 INCHES THICK ARE SHOWN HEREON. 1.5 TO 1), THEN THE SOIL HAS TO BE MIXED QUITE A BIT MORE TO ASSURE THAT ALL OF THE SOIL PARTICLES ARE COATED WITH POLYPAVEMENT BEFORE RE-COMPACTING. IF THE SOIL MOISTURE FIELD ROTO-TILLER APPLICATION METHOD INSTRUCTIONS SOIL SUITABILITY TEST (NATURAL COHESIVENESS) TEST SHOWS THAT THE PERCENT OF WATER REQUIRED FOR OMC IS LESS THAN 4%, THEN THE SOIL IS READ THE APPLICATION INSTRUCTIONS THOROUGHLY BEFORE THE DAY OF THE JOB. INSTRUCT TOOLS NEEDED FOR THE SOIL SUITABILITY TEST TOO WET. IT MIGHT BE NECESSARY TO ALLOW THE SOIL TO DRY ENOUGH SO THAT THE OMC EACH EQUIPMENT OPERATOR AND LABORER CAREFULLY BEFORE STARTING THE PROJECT. PLAN 1 SIXTEEN OUNCE PLASTIC BOTTLE OF WATER REQUIREMENT IS GREATER THAN 4%. AHEAD. CALL POLYPAVEMENT TECHNICAL SUPPORT IF THERE ARE ANY QUESTIONS ABOUT THESE 1 HAND SPADE, SMALL GARDEN TYPE INSTRUCTIONS. 1 ONE-GALLON BUCKET OR A SMOOTH NON-POROUS SURFACE MIX IN-PLACE & BATCH MIX APPLICATION METHODS A. COMPLETE A FIELD APPLICATION PLAN SECTION BY SECTION. SOIL SUITABILITY TEST INSTRUCTIONS: B. COMPLETE THE PRELIMINARY FIELD DETERMINATIONS 1 THROUGH 5 ON RIGHT. 1. SCOOP UP A SPADE FULL OF REPRESENTATIVE SOIL. IF THE SOIL HAS SUFFICIENT MOISTURE FOR APPLICATION NOTES C. COMPLETE THE SOIL MOISTURE FIELD TEST AND CALCULATIONS ON RIGHT. COMPACTING, GO TO STEP 3. IF THE SOIL IS TOO DRY FOR COMPACTING, GO TO STEP 2. IF THE SOIL IS NOTE 1: "COVERAGE" IS THE NUMBER OF SQUARE FEET OF SURFACE AREA THAT CAN BE COVERED(TREATED) D. START POLYPAVEMENT APPLICATION WITH A COMPACT SOIL SURFACE. TOO WET OR TOO MUDDY FOR COMPACTING, ALLOW THE SOIL TO DRY A BIT BEFORE DOING THIS TEST. WITH ONE GALLON OF POLYPAVEMENT SOIL SOLIDIFIER. A "COVERAGE"OF 200 SQUARE FEET PER GALLON 2. MOISTEN THE SOIL WITH WATER WHILE MIXING IT WITH THE HAND SPADE UNTIL IT IS MOISTENED TO THE MEANS THAT ONE GALLON OF POLYPAVEMENT IS SUFFICIENT TO ACHIEVE THE SPECIFIED END-RESULTS OVER 1. ROTO-TILL A FULL SECTION (1,467 SQ FT) OF THE IN-PLACE SOIL AND LOOSEN IT THOROUGHLY TO POINT OF BEING READY FOR COMPACTING. AN AREA OF 200 SQUARE FEET. THE TREATMENT DEPTH OF 3 INCHES. 3. SQUEEZE A HANDFUL OF THE MOISTENED SOIL TIGHTLY AND THEN OPEN THE HAND. OBSERVE THE HANDFUL OF SOIL. NOTE 2: "MSR" IS MINIMUM SPREAD RATE. MINIMUM SPREAD RATE IS STATED IN GALLONS OR FRACTIONS OF A 2. EVENLY SPRAY APPLY THE FULL CALCULATED AMOUNT OF PROPERLY DILUTED POLYPAVEMENT 4. IF THE SOIL FAILS TO CLUMP AND DOES NOT HOLD TOGETHER WHEN THE HAND IS OPENED, THE SOIL IS GALLON PER SQUARE YARD(I.E. "MSR: 0.25 G/SY"). APPLY NO LESS DILUTED POLYPAVEMENT SOIL SOLIDIFIER SOIL SOLIDIFIER OVER THE ENTIRE LOOSENED SOIL SECTION. NOT SUITABLE FOR POLYPAVEMENT TREATMENT. THAN THE STATED"MSR" ON EVERY SQUARE YARD OF SURFACE AREA. 5. IF THE SOIL CLUMPS AND HOLDS TOGETHER IN OIVE PIECE, LEAVING NO FREE PEBBLES OR SOIL IN THE DILUTION RATIO: _ PARTS WATER TO 1 PART POLYPAVEMENT. (SEE CALCULATIONS#1, #2) HAND, THEN TAKE BOTH HANDS AND GENTLY BREAK THE SOIL CLUMP IN HALF. NOTE 3: "TREATMENT DEPTH" IS EXACTLY WHAT THE TERM IMPLIES. THE TREATMENT DEPTH MOST OFTEN 6. IF THE SOIL CLUMP BREAKS INTO TWO CLEAN PIECES, THE SOIL HAS SUFFICIENT NATURAL COHESIVENESS RECOMMENDED FOR POLYPAVEMENT SOIL SOLIDIFIER IS 2 INCHES. APPLICATION EQUIPMENT LIMITATIONS 3. THOROUGHLY MIX THE DILUTED POLYPAVEMENT SOIL SOLIDIFIER INTO THE SOIL WITH THE AND IT IS SUITABLE FOR POLYPAVEMENT TREATMENT. MAKE IT DIFFICULT TO CONTROL A DEPTH OF CUT LESS THAN 2 INCHES. THE SUPERIOR STRENGTH OF E ROTO-TILLER TO THE FULL TREATMENT DEPTH (SEE NOTE 7 BELOW). 7. IF THE CLUMP BREAKS APART IN SEVERAL PIECES, THE SOIL IS BORDERLINE AND REQUIRES THE ADDITION POLYPAVEMENT SELDOM REQUIRES A TREATMENT DEPTH GREATER THAN 4 INCHES. DEEPER TREATMENTCL OF MORE FINES OR THE CONCENTRATION POLYPAVEMENT SHOULD BE INCREASED. CAN BE ACCOMPLISHED WITH LIMITED LIGHTWEIGHT EQUIPMENT BY USING MULTIPLE LIFTS. m 4. RE-CONTOUR AND LEVEL THE TREATED LOOSE SOIL SURFACE WITH A HAND RAKE. Go THE LACK OF NATURAL COHESIVENESS IS USUALLY DUE TO THE SOIL HAVING TOO FEW FINE PARTICLES TO NOTE 4: SOIL PREPARATION AND GRADING - REMOVE ALL VEGETATION, DEBRIS, LITTER AND OBSTRUCTIONS. 5. RE-COMPACT THE SOIL THOROUGHLY AND APPLY THE SURFACE TOUGHENING APPLICATION IN PROVIDE THE NECESSARY PARTICLE CONTACT POINTS FOR EFFICIENT BINDING, AS WITH GRAVEL_ THE SOIL SHOULD BE GRADED, COMPACTED AND SLOPED TO DRAIN WITH NO LOW SPOTS OR DEPRESSIONS. STEP 6. THE LACK OF NATURAL COHESIVENESS COULD ALSO BE DUE TO SOIL CONTAMINATION. THOUGH RARE, OILY IF THE SOIL SURFACE IS EXCESSIVELY DRY JUST PRIOR TO APPLYING POLYPAVEMENT, THEN SOIL RESIDUALS FROM HERBICIDE APPLICATIONS OR OTHER PETRO-CHEMICALS CAN CAUSE THE SOIL TO LOSE ITS PRE-WETTING MIGHT BE NECESSARY. PRE-WETTING IS ACCOMPLISHED BY WETTING THE SOIL LIGHTLY WITH 6. WET THE SOIL SURFACE EVENLY WITH 16 TO 1 DILUTED POLYPAVEMENT SOIL SOLIDIFIER. NATURAL COHESIVENESS. WATER OR WITH HIGHLY DILUTED POLYPAVEMENT SOIL SOLIDIFIER (I.E. 100 TO 1). Z [2-GALLONS OF POLYPAVEMENT AND 32 GALLONS OF WATER] NOTE 5: "SPREAD RATE" IS THE VOLUME OF LIQUID APPLIED PER UNIT AREA. SPREAD RATE IS NORMALLY w UNSUITABLE SOIL MUST BE REMOVED, REPLACED OF; MODIFIED STATED IN TERMS SUCH AS "GALLONS PER SQUARE YARD" OR "LITERS PER SQUARE METER". PROPERLY � ALLOW THE SOIL TO SURFACE DRY APPLY THE SURFACE SEALING APPLICATION BELOW. DILUTED POLYPAVEMENT IS APPLIED AT A SPREAD RATE THAT WILL ASSURE PROPER POLYMER o SOIL CONTAMINATION TEST (WATER ABSORPTION) CONCENTRATION AND TREATMENT DEPTH. 7. SURFACE SEALING -WET THE SOIL SURFACE EVENLY WITH 16 TO 1 DILUTED POLYPAVEMENT TOOLS NEEDED FOR SOIL CONTAMINATION TEST 0 00 SOIL SOLIDIFIER. [1-GALLON OF POLYPAVEMENT AND 16 GALLONS OF WATER] 1 BOTTLE OF CLEAN WATER NOTE 6: "PROPER DILUTION" IS THE RATIO BETWEEN THE "PERCENT WATER THAT MUST BE ADDED TO THE SOIL TO ACHIEVE OPTIMUM MOISTURE CONTENT (OMC) FOR COMPACTING' COMPARED TO THE "PERCENT N ALLOW THE SOIL SURFACE TO DRY_ USE THE SURFACE AS INTENDED. SOIL CONTAMINATION TEST INSTRUCTIONS POLYPAVEMENT THAT IS SPECIFIED TO BE ADDED TO THE SOIL TO ACHIEVE THE DESIRED END-RESULTS". (SEE Q 1. SPRINKLE, POUR OR SQUIRT A FEW DROPS OF WATER DIRECTLY ONTO THE COMPACT DRY SOIL SURFACE. "SOIL MOISTURE FIELD TEST" ON LEFT) 2. OBSERVE THE WATER. IF THE WATER STANDS ON THE SURFACE, BEADS, RUNS-OFF OR FAILS TO SEEP w PRE-APPLICATION SOIL TESTS INTO THE SOIL IMMEDIATELY, THE SOIL IS PROBABLY CONTAMINATED AND IT MIGHT NOT BE SUITABLE FOR Contact Information: NOTE 7: THOROUGH MIXING - POLYPAVEMENT SOIL SOLIDIFIER IS ACTUALLY TINY POLYMER PARTICLES z POLYPAVEMENT TREATMENT. SUSPENDED IN WATER (EMULSIFIED). WHEN POLYPAVEMENT PARTICLES COME IN CONTACT WITH DRY SOIL, SOIL MOISTURE FIELD TEST POLYPAVEMENT THEY TEND TO CLING TO AND COLLECT ON THE SOIL PARTICLES INSTEAD OF FLOWING THROUGH THE SOIL COMPLETE THE SOIL MOISTURE FIELD TEST (TO BE DONE ON THE DAY OF THE JOB). SOIL CONTAMINATION OCCURS IN SOILS THAT HAVE 13EEN SUBJECTED TO OR TREATED WITH PETROLEUM P.O. BOX 36339 AND COATING ALL OF THE SOIL PARTICLES EVENLY. THIS TENDENCY CREATES A NOT-SO-OBVIOUS o CHEMICALS, SURFACE ACTING AGENTS OR OTHER MAN-MADE CHEMICALS. WHEN CONTAMINANTS COME IN LOS ANGELES CA 90036 UNDER-MIXING PROBLEM. THE PR013LEM IS SOLVED BY THOROUGHLY MIXING THE SOIL AND THE THIS TEST IS REQUIRED FOR A MIX-IN APPLICATION. IF WEATHER CONDITIONS, HEAT OR RAIN, POLYPAVEMENT. IF THERE IS A QUESTION AS TO WHETHER THERE HAS BEEN SUFFICIENT MIXING, MIX SOME W CAUSE THE SOIL MOISTURE CONTENT TO CHANGE AFTER THE PROJECT HAS STARTED, REPEAT THE CONTACT WITH SOIL PARTICLES, THE SOIL PARTICLES ARE COATED WITH THIN LAYERS OF OILS OR RESIDUES �/ > TEST AND RESET THE DILUTION RATIO. THAT INTERFERE WITH THE PHYSICAL BONDING PROCESS. PHONE: (323) 954-2240 MORE. CSA `-'f �� a FAX: (323) 954 2244 2l� CONTAMINATED SOIL MUST BE REMOVED, REPLACED OR PRE-TREATED RECOMMENDED BY: DATE: EMAIL: tech@polypavement.com ACCEPTED BY: --�� DATE: PM 34275 o,� �3-o,� OOI M OF RIVERSIDE C.S.A. 145 Q a vESS/ COUNTY OF RIVERSIDE BENCHMARK: DATE: 1970 ELEV: 1495.886 PLANNING ■ DESIGN ■ CONSTRUCTION RE-VISIONS PROJECT W. � �o �� D. F°�� TRUI oR AWN MWARTiUM DIG`°' -ERT ��oe E�;S�9� R co v UNTY oK ri L� ` PALOMA WASH CHANNEL 4-0-00111-02 k%O%^ TOLLSTAGE 2 � c^ =yY 2.7 MILES SOUTH ON IW1fif2IETA ROAD, FROM THE k, '� l�. F REQp�p�pm FOR APP ROVALROVED E3Y• DRAWING NO. 1-1 y s' I-80 427 CATHOLIC GIAM I AT SUN CITY, 45 FT NORTHEAST s r WF ■ TE ECUL.A.CALFOFNA 92%1--� °° No. 45702 1 • Q 1A0�227- OF PONERPOLE 116193, 29 FT EAST OF MURRIETA No.69395 r^ o E xp. 12/31/08 ALAI D. DATE 9EFORE YOU DK3 ''' p �,f,Q m CONSULT 1 N G 9SL6768042 ■ FAX 951.6767240 ■ www.RBF.com w-9C 7 AT LEAN Iwo d►Y8 ROAD. APD 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST oc Ex 6 �w � POLYPAVEME�IT `t V ♦t * OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK * * PREPARED BY. ANTHONY M_ COTTS R.C.E. NO. 69395 J't P r i� �� uN,a�oi� A18a FENCE, 2 FT NORTH OF A WATER METER, 2 FT Q EXP. DATE: 6/30/08 SHEET NO. < °F CA��Eo�� C �y IsouTH �OF A POSTKER POST, SET A BRASS DISK9lFOFCAI\�t�� DATE: //� t DATE: E: DETAILS a RE . 68� DA �"� � � 4&� DESCRIPTION APPR. al►TE .��Z�3 14 of 281-1 14clowc) cn x ' -� / ' Ld� 1427.27 FG 1427.36 FG -CL 01� "N00 46 '26"E J / 4: VARIES + W. --14 o� X2 `! 14{� VAR I E eb /:. I i' VEGETATED VEGETATED �,� ; , ' ,�h//,;'`%j/ ,��j-9i(iS�s,p9 /'.',JQ'' i j - CHANNEL CHANNEL 14� �p ^ �`' ;- 'f 10 NO N00 46 26 E w z /LLIQ . ° %'� ��8 r�F ' ' �`, h 1 �► _ 0% �� O O iO '- :��;i' �•� � TOUCH ZONE O O C!) L� O O A LL_ � O /�'' �� - t�� (n04 co to(n O O -, rn o o 61 o z cn r`o • O z /,: "'/ °' w VEGETATED LOW Lo In '� c�a N FLOW CHANNEL + ACCESS RAMP #1 + w /i` •.r,' ' i cV LLJ CY-� to to J IC) m J SCALE: 1 "=30' SCALE: 1"=30' 6 LOW-FLOW CROSS-SECTION �b K S%�x�p �%` SCALE: N. T.S. 10 ol 90 r, CL O L� ,,ya 0 14 1 .48 FG " 1431 .57 FG /i' r ; ; �` f, , ','' '1 3 4 I NCH GRAVEL SPECIFICATION w �-�r NOO 46 26 E Ix ; 143 -cam 'v-04_-2. 8: •� �ti0 ! :' , / REF: GRE:ENBOOK SECTION 200 & TABLE 200-1-2(A) ��_+ %/ px) o, ;%7s� q�L i f SIEVE SIZE PERCENTAGE PASSING S I EVES 4: VARIES lr 4: 1 JT�gG j�O p ��` /�, �9� F j 1 INCH 100 r ' 12 VAR I E ��sj S�p ��ti�,% ' �c� i 1 3 4 INCH 90-100 . 00. 1425 B7 /1 A� ';% i J 1 2 INCH 30-60 c'� 3 8 INCH 0-20 N00'46 '26"E w z w z ,\ ; /% 1 NO.. 4 0-5 z c� , M _j U)F L.00 Jam' LL �,_ . 00 LL � N Z(nI�O O Z� �.. U7 + OQ M r7 Z�NH / J, + CD QN 04 w Tr p- � co w�rn J ACCESS RAID #2 OO m�- ao In J ACCESS RIAMP #3 m~ -� SCALE: 1"=30' SCALE: 1 "=30' SCALE: 1"=3c' SCALE: 1 "=30' ROCK S I ZE= j .. PER RIP RAP `% RIP RAP PER PROFILE j -1... THICKNESS ROUT RAIL SLOTS ON POSTS GLUE CAP TO POST & MATR I X BELOW PER PROFILE w zo o I AS REQ D TO ALLOW FOR " & MATRIX BELOW '� o�'` Ln cam` 00 �zo i��' oN 5-o 0 0' ELEVATION CHANGES BETWEEN POLYETHYLENE POST 8 -1/2 O.C. (D cn� 0 Dorn CN c C:LL_) o ( -�c) POST-TYPICAL. 3/4" GRAVE L 00 Z zaN + `"• •N �, z z�,= + z PER TABLE ABOVE w�� - �� co -Q Oa zz<c c m N00`46 '26"E w 1[-f B I= I I-I 9 I-!f 1= GRAVEL $_�''_�€�_ =1 _� THICKNESS cI FILTER FABRIC PER PROFILE SHALL BE MIRAFI 110ON k.�.. 2 .58: 142 a & MATRIX BELOW -4: / VAR I 4: 1 TOP SLOPE a OR EQU I VAL_ENT AR I ES w-�L 3 PER PLAN o_-'-' 1 2" CONC. CROW OI-- _ m FIN. GRD. 1430--- •; N-2-58: 000 PSI CONCR RIP RAP CROSS SECTION ± z 1431 - 48 FG N00`46'26"E 1431 .57 FG 4:1 SLOPE (TYP » SCALE: N.T.S. 00 w 2:1 MAX SLOPE 4-SACK COLNEARRETE OMFooTING. : END OF POST TO BOTTOM - � � OF CONC. FOO TING. x x RIP RAP SIZING TABLE ACCESS RAW # SCALE: 1"=30' 90% COMPACTED NATIVE MATERIAL STORM DRAIN DIA. RIP R/\P SIZE Vout (fps) L W RIP RAP THICKNESS FILTER THICKNESS SCALE: 1 "=30' LINE 1 36" 1/4 TON 6.7 17 92.7 6" LINE 0 72" 1/4 TON 4.6 24 18' 2.T 6" a SIDEVIEW LINE CC 48" 1/4 TON 8.7 18' 13.6 2.T s POST DIMENSIONS: 6"X6" 6i TOP RAIL TO CAP (A): 3" LINE V 36" 1/4 TON 7.4 17 9' 2.T 6" INTER-RAIL SPACING (B): 9,5" LINE S 54" 1/4 TON 5.9 18' 13.6 2.T 6" o _o Lo oc� oO wzi-o'o w I- BOTTOM RAIL TO GROUND (C): 12.5" LINE F 8'X4' RCB 1/4 TON 4.2 20' 56' 2.T 6" �_ LINE BB 24" 1/4 TON 4.8 10' 6' 2.T 6" NO~� N InOi`3 �. oJo o �_ o a- ALL II OUT OF GROUND HEIGHT (D): 51" LINE G 24 1/4 TON 2.1 10' 6' 2-T 6" N M M-00 o POST CENTERS (E): 8 O.C. + + - + z z F- +O V)Z N LINE J 47' 1/4 TON 2.4 14' 10.6 2-T 6" w C)��c4 o N o -� o' n O oQ �'� I HORIZONTAL RAIL DIMENSIONS (F): 2"x6 UNE M 42" 1/4TON 1-2 14' 10.5' 2-T s Q IN GROUND POST DEPTH: 30 UNET 24" 1/4 TON 2.2 10' S 27 6" N00'46'26"E LINE P 48" 1/4 TON 7.7 16' 17 2-T 6" NOTE: ALL FENCE MATERIALS ARE CONSTRUCTED OF SOUTH HOLLAND 50' 2 TON 19-2 111' 185' S.4 10" m 2 58: HIGH DENSITY POLYETFIYLENE. NORTH LA PIEDRA 85 1/4 TON 9.3 55 186 27 6" 16 1430--VAR S�4: SOUTH LA PIEDRA 8S 1/4 TON 7.6 50' 186 2.7 6" o-4: 1 NORTH NEWPORT 47 1 TON 16.4 51' 142.5 4.3' 8" 00 VARIES_ c� SOUTH NEWPORT 80' 1/4 TON 6.7 57.5 185' 2.T 6 N In w=o.LLIV 1, %i i Jam-fN .58: c� *1/4 TON ROCK MIN PERMISSIBLE FOR Vout=12 fps w cn� � Q o z�CN 1434.46 FG N00"46 '26"E 14 4.55 FG/� 12 RIP RAP DETAIL Z z x "yr_xf_ ISOMETRIC VIEW U ACCESS RAID #5 NOTE: CONTACT LA CRESTA C - SCALE: 1 "=30' SCALE: 1"=30' FENCE CO. (858) 459-8517. II J Z 1, 1 o i 2 T FEE PAL RICE > fif N.T.S. CSA APPROVAL: RECORDED BY: DATE: J ACCEPTED BY: � � 2,/ DATE: o 1- PM 34275 2 3-os' o COINTY OF RIVERSIDE, C.S.A. 145 za OfESStp COUNTY OF RIVERSIDE DIG�°,�-ERT BENCHMARK: DATE 197o ELEv: 1495.$SG ApOEESS//L. PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS RMRSIDE COUNTY FLOOD CONTIROL AND PALOMA WASH CHANNEL PROJECT N0� � estox Da rr w. ��o[{ , �r9�F` WATER CONSERVATION DISTRICT 4-0-M 111-02 APPRaYED BLALTO l L 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE �� y� CENTER DRNE•SUITE 10o STAGE 2 y CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST �, y ■ ■ ■ TEMEct�CAL FORMA 92,sW46n RECOMMENDED FOR APPROVAL. BY: APPROVED BY: DRAWING NO. W No. 45702 /� 0'� 1-I,O�?27- OF POWERPOLE #16193, 29 FT EAST OF MURR I ETA No.69395 CONSULTING 9s1 76 eo42 ■ FAx 951676.7240 • www HBF_com - c o Exp. 12/31/08 * ALAN D. FRENCH DATE S� . OF THE NORTHWEST CORNER OF VE THE ROAD, FT CHAIN LINK * Exp.6/30�8 * PREPARED BY_ . ANTHONY M. COTTS R.C.E. NO. 69395 4 9C7 � �1 t tt �! ,,,�, „p, ,,,H,r FENCE, 2 FT NORTH OF A WATER METER, 2 FT \Q. EXP. ATE- 6/30/06 DETAILS �t �� OF�OUlB�I QIA SOUTH OF A MARKER POST, SET A BRASS DISKS CI V 1\' SHEET NO. a Q a i F ®F C A``E` IN A CONCRETE POST. tFOF CAI.\E�� `�'-� /�,,_ RE �86'Mt� A DATE: /�' DATE: 2 ATE: 2-27-Zop$ 15 OF 28 REF. DE9CR I PT I ON APPR. DATo E A BARS TABLE CHANNEL INTERCEPT STA. PER PLAN 4 FACING (F❑R DIMENSI❑NS AND BAR SIZES) FLOW = CHANNEL STA X+XX.XX V CHANNEL 2" CLR (TYP.} FACING BARS VEGETATED D (inches) T (inches) A Bars • • • T/2 (TYP ) R=1 1/2" 18 9 NO ANGLE A u 21 9 • _ L❑NGITUDINAL T O» FACING BARS 24 9 OR 4' CUTOFF . 27 9 'A' BARS WALL OPTIONAL • • • 30 9 CONST. JOINT • • 33 7 • 1'-6" LAP (TYP.) 36 7 #4@6' O.C. 2 (MIN.) 39 7 cp_ GRADE LINE / 42 8 CHANNEL SLOPE TOE #4 @ 18" MAX A BARS A BARS SEE SECTION B FOR 45 8 #4 FACING BARS, 1 1/2- TOP, BOT, AND SIDES ADD. REINF. CALLOUTS 48 8 CLR. 0 TSIDE FACE OF LINING SECTION SECTION 51 9 18" --T/2 #4 FACING BARS, 1 1�2" LR OUTSIDE FACE 0 LI ING N.T.S. N.T.S. C' 57 10 #4 12 60 10 #4@6' O.C. EDGE OF CONCRETE 63 10 DIRT 66 11 DIRT SIDE SLOPE 69 11 SIDE SLOPE 12" 72 11 78 12 �� ' 18 2' (MIN.) 84 13 4 CUTOFF WALL (TYP.) \ ro, 2 EDGE OF CONCRETE / 4' CUTOFF WALL N Vl--NGRADE LINE / #4 @ 18" O.C. E .W. (TYP. ) *4' CUTOFF WALL CHANNEL SLOPE TOP *NOTE: 2' CUTOFF WALL Q w r_2.5' MIN. INTO APPRON_ I 12" I 12" EXTENDS PERMITTED WHEN V PAN TO TOP OF CHANNEL a w w J.S. NOTES:Cn N.T.S. w Uzz N Q z CONSTRUCTION JOINT7--� < 1• VALUES FOR D, C, ELEV. S, ELEV. R, ANGLE A Q to AND STA X ARE TAKEN FROM THE PROJECT PLANS. 6 CLASS A J = N #4 BARS 2. PLACE 4-18"X 12" BARS WITH SHORT LEG HORIZ. Q „ o # CONCRETE CONST. JOINT J zo � #4 @ 12 0.C. IN VERT. J.S. WALL, ROTATE LONGER LEGS INTO 9 � C) 0 #4 BARS CENTER OF SLOPE PAVING. ��ti 6 SEE z 1 fi SECTION D w 0 I N 3. REINFORCING STEEL SHALL BE PROVIDED IN ALL #4 0 18" 0.C j�� * � a: ~ PORTIONS OF THE J.S. AS INDICATED IN THE DWGS, E.W. cF v � 0 REGARDLESS OF BAR LENGTH MODIFICATIONS REQUIRED o ~ —� 12" I TO ACHIEVE PROPER CLEARANCES. CLASS N o 4. CONCRETE SHALL BE CLASS "A» 4 MIN. CONCRETE w � w 4 - #4 UNLESS OTHERWISE NOTED. FACING BARS 12» o w x X CUTOFF WALL T z a_ w . " O.C. E.W. (TYP. ) R =1 1 /2" RCP PER PLAN 4 C 18" C fi AND PROFILE Q 2 .5' MIN. INTO APPRON_ I I2" 12" D - I~ Ir cn� I ff ELEV. S ELEV. R ' Qui-10 00 GRADE LINE E 0 ICL .0% VEGETATED BOT N c U �— • • • • • • • • ao t° N CONSTRUCTION JOINT #4 BARS SEE SHT 14 FOR /N #4 @ 12 O.C. Q RIP RAP DETAILS 37 - T #4 BARS 4 #4 Q FACING BARS #4 @ 18" O.C. E.W. o U co 1 ' CUTOFF INALL (D L 00 a N SECTION La N.T.S. L W PIPE TO CHANNEL OUTLET STRUCTURE z (_ 37 12„ _( 85 MODIFIED JUNCTION STRUCTURE NO. 6 Q PER RCFC & 'WCD JS 231 Q 4' CUTOFF WALL w 0 SECTION p N.T.S. a PM 34275 z COUNTY OF RIVERSIDE BENCHMARK: DATE 197D ELEV: 1495.886 PLANNING DESIGN CONSTRUCTION REVISIONS PROD T W. o/ Q�efEssl®�� DIG�RT QROFEss,�, RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL �o D. F � s'�0x WBBFOmy'Oum ... �� •�lq�F 1fATER CONSERVATION DISTJ�ICT STAGE 2 4-"31 t1-02 c^ 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE �, '� i CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST r� Z ■ ■ ■ TE E�CULA.CALFOFHA92M-4s79 RECOWENDED FOR APPROVAL 9Y: APPROVED BY. DRAWING NO. s► D<A TOEL h s �� 40M CO N�TY CBCER DFWE.WrrE 100 ao 119 y No. 45702 /� •� 1^ OF PONEWOLE #16193, 29 FT EAST OF MURRIETA w No.69395 m CONSULTING ssls7s.eo42 ■ FAX s51 7s.724o - wwwReF_can o + Exp. 12/31/08 ALAN D. FR13M DATEAT LFJVtf Two or►tri ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST oc Exp.6/30/b8 � ` S 4--967 �c * OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK * * EPREPDARED.BY: ANTHONY M. COTTS R.C.E. NO. 69395FENCE "w -C: C�� r �. ff�lF c11I\ E �t 1s / F SOUTHMmwwml�ALEW �OF ATMARKER POST, SEAT A BRASS DISK `�.9j�, CIV1�. ��•� DETAILS NORTH OF A METER, 2 FTQ OF C AL L IN A CONCRETE POST. OF CAS.-\� DATE: / / a_ RECOMME DEll.-Q@� A � DATE: Z o DATE:: Z�Z7._Zo�$ 16 OF 81-1 DESCRIPTION �- DA►IE a t�� o 8 9 10 11 10 " 10 10 'L 11 10 __ - ___ _ __ __ - . _ _ _ _ -- - - - _ _ -_ _ - _ _ _ _ _ _ _ _- _ -_ __ - __- - -_ _ __ _ ___ __ . . _ __ -_ _- - -_ _ _ _ _ __. _ _ . - _ . _ __ _ - _ _ - _ __ _ _ _ . . _ Q< . ._ . - _ -_ NOTE CO NTRACT SHALL PROTECT I N PLACE ALL ___ _ __ - _ _- _ -__- _. _-.-- _- _ .. _ -__ _ -.. - _ -_ _ . _ - _.�� ___ _ - __ _ __ _ _ _ _ - _ _ - _ _ __ __ _ _ - - - -- _ ._- __ - _ _ - m _ UTILITIES CROSSING 0 R PARALLELING THE _ - -- __ _ _ - _ __ - _ - - _ z - - - -- _ ___- _- - - - _ . .____ - - - -_ _ _ - - - �... : _ . _ _ STORM DRAIN UNLESS OTHERWISE NOTED. - - - __ - - - _. .. - - . - - . _ _ _ _ - _ - - ____- ____ _ -___.__ -_ _ .� _ ___ cqco __ __ - - -- --- ---- .- - _ _ __ _ _ _ - - - -:_1- I_ _ . _ . - . __ _ - .__ -__ __.- __ - - _- -_ - - - __ _ CHAIN .,--__ ___- __-_ __ -- __-_ ____ ___ _ __ _ _, _ _ _-_ -_ _ - _ o- �� _ � _ - _ _ _ - _-_ ___ _ __ -__ _ ____ ____ -___ __ __ __ _: .. _ ____ ___ _ _ _ _ ____ -- __ _ _ __ _ __ -- _. -_- __ _ __ __ __ _. _ _ _ _ ___ ___ __ _ _ • -- - - R W . PROPOSED_ __ ___ ____ _ _- _ _____ __ _. _ _ __ _. . _ __ _ - _ _ _ _ _ - _ _ _ ___ _ . _ _ __ _ __ _ -__ ._ .. _ D WISHED . - __ - _ WIPE _ _ - SFJf F CE ® R PE - on• +c cc _ _ - - _.._ - - W - - __ _._ __. __ - - - - _._ - _ - --�- _ _. _. _......SURF -�--P'IPE _ _ _ __ _ _ __ -__ _ - - _ -_ _ _. _ �_ _ _ ACE A V. �PI� + B�EISTING 6�ROUN3 _ _ ___ __ AA -ot� - .__ _ �__ IPE - _ _ ._ : _ . _ _ _ _- _ _1 _ _--. _ -_- -- _ _ ._ _ _ _ _ -_ __ __ __ _ _-_ -__ _ ___ - __ _ _- _ __ —-EXISTING_ _ __ - _ -__ . - _ _ __ _ _ _ - ----- -__-- --__ __ - _- _ -_ __ _ __ _ _ _ _ _ _ STING : _ -_ _ � PI - I . - €X STING _ _ . _I _ - - EXISTING_ __ - -_ _ �- PIPE _ _ _ _.__ __ _-EXIST NG__ ----- ------ _ -- - - --- - - _ GROUND _ _ _ _ __ I fi4V 3 - -- _ _ __ _ _- ____ _ _____ ______ 0_ =F 1427._00_ __ __ - -__ _ -_ _ - -- - _ __ ____ t�WSE _ __ __ ___ _ _ _ PIPE _ _ _ - __ - _ SUfFACE-A P_i_ _ _ - _ -- --- ___ _ __ --_. ----_ .----__ _ - _ --- _ - - - - PIMP. :G - - - PIPE ____ ____ _ _. _ _ __-__- _ __ _ ___ __ ___ __ -_ _ _ ____ ___- ___- -_ _ _ _ ____ __ _ _ PROP. 4;CELL__ _ FINISHE _ _ _ _ _ - _ - ___ _ _ _ P - - _ . __ _ __ _-____ _ _-_ .- --_. _ - -__ _ __ ____ ___._ -_- --_ _ - _. __ _ _ _ _ _ -_ _ _ _ __ -_ __ _ __ __ __ ___ _ _ - - _ _ - AlCE � P I1� _ . -- _ _ - _-- - - -__ _ - 8_ Hx 12 w- - _ _ - CULVERT _ _ _ _ _ . - _- _ - -- -- - - -_ - -- - -- ._ _ -- -- -- - - -- ___ ____ _ __ _: -. __ _ - - . _- - _.__ _ - -7 __ _ _ _ _ _ --- _ -_ __ _ _ - --- _ _ --- -: - - - __ - _ -_ _ ; _ _- .._ . _ - _ _ _ _ _ . 1. - . .. -_ _ _-_ _ __ _ . _-_ _ _ -ALOMA__ : _ _____ - :_ __ ___ ____ ____ . _ ___ __ __ -__ __ __ -_ _ _ _ ___ _ _ __ _ _. _ I-16E1 C � - 29. _ _. __ - ----_- -- - - - - _ - _ _._ ___ _. _.__. _ _ - _ _ _ _ _ _ _ _ -_ ___. _ -_ ___., __- -_ _ _._ _ _. -__ ___ __. _- _ _ _ _ ___ - _ 420 _ 1420 430 -MA NTAI : : 1430 - _ - . .- - - ---- __- _ _ _ - _ _ - - _ - _ _ t+ 11 E 141 - - 1 7 111 - - - - - - --- 1fl0 - - _ -_ _ _ _ _ _ _ _ _ `= RCB -CUL T - _ - -.- _- _ _ - - - - _ _ _ - ,--.I. _- - _ __ -. _ __ _ _ _ _- -- __ ___ _ _-- __- _-- __-_ ___ _ __ __ - _ __ __ __ ___ - - -- _ _- _ _ __ ___ _ _ _ _____ _ -- _ - _ �r : 7 - _ __ --- _ ._ -- - - - _ - _ _ _ - _ _ _: - __ _.___ -- ___ - __ - _ im - _ __ . - ...- . - _ ---- __ .__._. . - '- - _ _ .__-, -. _ -- r' - - _. _ - _. -___. I 1 t 001 - - --- z,__,ao Q CAST-ARM..I - _ 11w - -- _ ___ - _ __-- -__-_ __ _ _ __ ___ ___ _ _ ____ _ __ -__- __ __- _- - _- -_. - _ .. _ - - - - _ -- + - Z - - 9 - - I I __ _______ _-. . _- _ _ ___._ -_____ __ . _ - _ _ o - _ _ � __ __ __ _: - _ _ _ ___ _ -_ _- __ _ _,,� _ _ PERT- - � _ _� 7 - . _ - _ _ . _ _ _ .. _ - - _ - _ - �-� _ � ___- .1 .1. __ __ _ -__ _ - - __ - _ _-, ____ ___ .. __-_ -_ _ .. - _ __ _ _ ___ _ _ _ _ __ _ _ _ __ __ ____ - -1-11- .11-1- _ - �. • _ _ . 1 .2 LF _ -. - - __ -_ _- I _ _ - - -- _ _ _ ItVSTAti_ - ._ _ - - _ _ - __Y_ _ _ ___ - _ - _ __ ,� _ - 141 � _ - -+- - . 4 420 - u - �- � _ __ --_-_ _ _ *- --_ _ ____ _ -___ _ _ _ -_ _ __ __ __ _ ____ - _ _ _ _ __ _ _ _ __ _ __ _ _ _-___ ItAAINTA II`ED BY _ - _______,�----- �- _ , ., � �: -9 . R- - _: __ _._ .-- - - _ _ _ _ _ . - - - _ _ - _ - 7-- _ .__ . _ _. _ . _ _ .. _ _ __ . _ . . `_ - ___ - - _ _ __ _. __ - _ ___ __. - r _JD _ _ _ __ ____-IidST 5.fl0 Lf _ _ __ _ _ ____ _. _ _ _ ___ _ -- ._ ___ _ _ _ ,. _ _- - _ =--8:{ 1 C - INSTALL 3 56 LF _I TALL--55..63 LF � - - - - - _ _ z. r _ _ - ,. _ _ - - - - 0A�1 -- - _ _ __- . _ .. . ___ 1 . _ - --- _ 2r5 _ - 54 ( - 140v) : I8 + �-- 2 ) __ I1�iSTALL 31.2,E __ 1 .- _ _ _ . . - _ _..... -.1-1-1 _36 RCP D-LflAC� 11 I _ _ _ _ __ _ V = _ _ _ - _ - . - -_ _ MAINTAINED BY RC - - - _- ___ _. _ - _ _._ �f_ ._ - �4 __ FPS _ = —1 FPS --- _ . _ __ __. _.___._ __ _ QIDD__- - - _ - __ _�__ __. _ _ __ ._ flfl ' 1 .�0 �S 1.00 21_. ___-- -_ _. -_ __ _ _ --_ _- ___ _ ___ __ _ _ - _ _ _-- _-_ _ _ _ _ - 'I 6 CPS �c - - __ __ 7 _F-S- - - _ _ _ _ _ _ _ _ - _ �. : � ,-_ � - � _:_ � _ ____ _ _ . . AX _ _S�6 FPS - _ Q]00 30._.71 - __ - _ -_ t2.3 FPS _ - _ - _ _ _ - - _ --- _- -- - _ _ __ _ . - __ -_ _ _ - : - _ - --- - - _ _ _ _ -_ _ ---- ___ _ __ __ _-__ ____--__ _ __ - __ _ __ ___ iftrM►X - 5.3 11. _ _ _ -1 11- _ _ _ __ __ _ _ _ _ _ _- -__ _. _ _ -. _ _ _ : - _ _. - tt - _- _ - _ L '._ _ 1.___._ __ . _ ___ _.- __ _ ___ PROFILE SCALEPROFILE i i P IE _ L„ _ _-._ ___:_ _ _ ___ __ __ _ F CHANNEL PLAN & PROFILE L - - LE E. - - _ _ , E - . - - ----. .I-------- --. -- -Re - : P _ -. __ - -- _. _ _ _ - - - -- __ _ - __ ___ ____ ____ . _ _ ___ . SEE -SHEETS 3-10 __ _. - - - 11 ._ - - _. - - _ . _ - I._ __ _ _ _ _ _ - - _ _ . __ __ _ -_ _ _ ___ _ T. . - -- - -- _ ._ __ -_ _ - __ ___ ::VER 1 5 _ CONSTRUCTION NOTES 1 INSTALL RIP-RAP PER PLAN AND DETAIL ON SLEET 15 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER RCFC & i5 - ,: "'N%"", l'ftI r' - ` WCD STD. DWG. JS226 AND SHEET 23 ,t ' , _ ® CONSTRUCT JUNCTION STRUCTURE NO. 3 PER RCFC & 3 r,'. S i,.y'' d: , 3 11 5 l;s f ,__ i ;; � -- ;`iij%f STRUCTURENSCHEDULE WCD STD. DWG. JS228 i ' f; ;`s ! ,r f �, T w_ Q CONSTRUCT JUNCTION STRUCTURE NO. 1 PER RCFC & //f / ;; b O , ! _ LINE E LAT I-1 LINE Q LINE A LINE B - %�%' ti f r N WCD STD. DWG. JS226 a 4 -36" EX. C1MP / f' 4j�° 69 7 4 9+79. L I _ - TYPE JS #1 JS #2 JS #1 JS #3 JS #1 �T ' `` ' ", 59 60 CONSTRUCT .JUNCTION STRUCTURE NO. 2 PER RCFC & '� __"__ WEIR. -___ _.__ _. _- _ TO REMO_ _ " + N _� �E 4 �► j 54 SD "A" 45.dd° 44.97° 45.00° 45.Od' 45.00° WCD STD. DWG. JS227. 66 s s s -- tip 8+�/6. 10 LINE �'` --- ---- ! / ,', SEP Z INSTALL 54" RCP (D-LOAD PER PLAN) BEDDING PER �o ,.: � / ; `%''f'` rf ` - - - =105+12.24 RCFC & WCD STD. DWG. NO. M-815 � 10+00.00 LINE A "B" 48 24" 54 18 36 fo � , J z ALOMA CHANMNEL Li " __ - - -- -- 96.62, -- /;r,," ,/ 1,.1 + -- PALOMA_ CHAN EL- - „c„ 5.50' WALL PER C 1 ' TH I C SBD. ' DDEEP CONCRETE CUTOFF N 20 15 16 74 1 3 d3 w 94LINE D I ' 96 NEWPORT ROAD / �1>1-,,,, `r � - - - 86 o D -- 36 -- - -- " r�� ',' 10+12.98 BC , SHT /' �W, < ^ . .�. 10+00.00 LINE B ,,, ® INSTALL 18 RCP (D-LOAD PER PLAN) BEDDING PER PR. - ---: . 21 _ �� ..r .fi _- � > ,/•/,,r -- ,,. 59 _ 10+30.65 EC---- -- � ' -- -- -- -- � A , 11 v o m, ` -105+13.66 RCB a ' E 3.87' RCFC & WCD STD. DWG. NO. M-815 _.___-_ ',LINE NI 'x 14' RCB'... - -- --- f r r , - !' - ,/ / ,- ✓. t .j► < .- � ` 4 6 __ ® INSTALL 24" RCP (D-LOAD PER PLAN) BEDDING PER o ,'--SEE SHT 1 ST IN PLACE ✓'f;;f ',j G o:�;o ., f f-' ' 10+4 B '� � F -- 13.68 -- RCFC & WCD STD. DWG. NO. M-815 J1 1 . I" , _ 10 ;,f`�/ ;( ,r�' a,� ,� ,''`' ,,; ; _ G -- 11 . 16 -- -- -- INSTALL 36" RCP (DDOAD PER PLAN) BEDDING PER Off! < ,� Z p� HOLLAND ROAD Li z `. JQ , ;, :',�;,a✓` 3 ..v F- o .r_W`,/r' :} Lrj_„ BULKH1EAD- - - - Z „L„ __ 4.d7' -- -- -- RCFC & WCD STD. DWG. NO. M-815 0 ATCH BAS I - .r%``i r !' IL - w W I ,/ /,,` \, < " Q �Y /,'/ , Q � �. a // \ -1 o � __ ® INSTALL 4s RCP (D-LOAD PER PLAN) BEDDING PER IP 060020 _ o � .< L J -- J _j Z ELEV R 1416.38 1421 .42 1426.21 1428.33 RCFC & WCD STD. DWG. NO. M-815 0 - - + D - ✓ ~ � O �+n+ /+ N f N •� " 1416.35 1421 .41 1426. 10 1429. 16 1428.31 CONSTRUCT MODIFIED .JUNCTION STRUCTURE M0. 6 PER 11 + <= 00 ELEV S RCFCD & WCD STD, DWG. NO. JS-231 & CH -326 DETAIL , � - '\ - � + q 11 ,Q � , r' I/ + J.J B , OMIT QW#EL AND ADD CUTOFF WALL i AT TOE OF SLOPE. SEE DETAILS SHEET 16. Ti `�, // ;1'1 11 `' a f .s r FOR GRADING THIS 1 m N �, f r / j£ I Q WCD STD. N45°46 '26"E' `f AREA SEE SHEET 12B t 86 8B CONSTRUCT PER RCFC & i CD i f °e - a4 DWG. NO. M-81 fi Q LOA CIA cn �, , 11-1 13: € s I } � r. •i I ' ", ,//r f ✓ DATA TABLE Q 11 1 "'i(N _ + .Q J_jy NO BEARING/DELTA RADIUS LENGTH TANGENT NOTE g � I - - < /,;/ ; ✓/ �► w J 1 N 44 30 50 W 5. 00 L I NE E O if ? � � . l ` s '� �� + SEE SHEET 17B ° _ _ Q #I o "�, w _ 11 i t U />,.,, ;,r;/I r'�J z m LINE Q , LINE A , LINE B 2 N 45 46 26 E - 46 .96 - LINE I a_ FOR PRECAST RCB i , . `",, r; �/ :�/ ✓`/`� ALTERNATIVE 3 N 89° 15 ' 20" W -- 1 . 21 ' -- LAT I-1 w PLAN DESIGN Q �.r, ' �! f /? % ' 4 N 44° 13 ' 34" W -- 4. 49 ' -- LINE A o' r'� ` FOR LINES A , B & Q . LINE E f ' ' '' ° , of 50 0 50 100 150 5 45 00 00 22. 50 17.67 , 9 . 32 L I NE A � SEE SHEET 17B _ `�� 6 N 89 13 34 W -- 33. 47 -- LINE A i PLAN FOR PRECAST RCB LINE I & LAT I 1 7 N 45°46 ' 26" E -- 3. 56 ' -- LINE Q o ALTERNATIVE DESIGN PLAN GP�� SCALE: 1 =5d' 8 N 45°46 ' 26" E -- 31 . 23 ' -- LINE B Q Z FOR L I NE E �, X 710 Q PM 34275 0 0 CO=„ OF ��E BENCHMAW. oA� 1970 �v. 1495. PLANNING ■ DESIGN ■ C13NSTRUCTION U ��,e Ess�- Vrj = DIG. QROFESS,�,�, REVISIONS RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL `� N0- �� ° At. �� WATER CONSERVATION DISTRICT 4-0 W 111-02 00 % o. F 8Y 2.7 MILES SOUTH ON MURRIETA ROAD. � THE �� ` �l F STAGE 2 4� f DIAL7011L �' �s Ik 40M COUNTY CENTER DFYVE,BLUE 100 0 o CATHOLIC t�0�i AT SUN CITY, 45 FT NORTHEAST ■ ■ ■ RE DED FOR APPRDVAL BY: APPROVED BY: DRAWING NO. No. 45?02 'r" • wr 1^ OF E #16193, 29 FT EAST OF MLW I ETA W No.69395 ,r",, CONSULTING 9st �o42 • FAX 767 c6a Exp. 12/31 f OD I ALAN D.. Ff�i DATE 7w oms ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST w Exp.6/30/06 � , CAST T� RCB CULVERTS c 1-11 Q * * OF THE NORTHWEST COF*ER OF A 4 FT CHAIN LINK * * PREPARED BY. ANTHONY M_ COTTS R.C.E. NO. 69395 -�V� 'rl ►r 1t �! _ s � FENCE, 2 FT NORTH OF A WATER METER, 2 FT EX'. ATE 6/30/06 SHEET NO. Q LW E, LWE �, L!E Q, LSE,� LNG B 11f, /F Cl►�lE��+ J / n OF�o11seNGl��O■r► IN AHC OF A MARKER ONCRETE POST POST, SET A BRASS DISK -4rF�I \�t��\ 0 RE DATE DATE- DATE: Z 1 DATE: Z'Z - 8 CONNECTOR PIPE PROFILES 17A OF 28 -- W. DESCRIPTION • or►TE � . I � . . 4q .woq 8 9 10 10 11 10 NTRACTOR SHALL PROTECT IN PLACE ALL _ _ _ - NOTE: CO _ - _ - _ __ _. _ _ _ _ _ _ _ _ _ - _ _ _ _ - - UTILITIES CROSSING OR PARALLELING THE _ - _ _ STORM DRAIN UNLESS OTHERWISE NOTED. _ __ _ _ _ _ ___ _ _ _ _ _ _ _- _ _ _ _ _ ___ -- - __ _ . _ _ - __ - . , _ __ . _ _ _ -_ ___ __ _ ___ _ __- --__ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ __ _ . ___ __ __ ____ _ _ __ _ __ ____ _ _ _ _ _ - -_ _ ___ - FINISHED _ _ _ ____ ___ ____ ___ _ _ ___ _ ___ -__ PROPOSED FINI . ©_ _ _ _ - _ _ _- SURFACE � � P I-PE - _Si�RFACE A f1I - - - 14 __ _ -_ _ -_ _ - _ _ - 30 - _ -- - ___ _-_ __. _ _ - _ _ __ _ - . _ .- - _ _ _ - ---- -- - - - _ _ EXLSTING GROUI ? -_ -__-_ --___-_ __ ___ __ _. flf I ST I I�IG EX I STING .GROIJnD __ - - __ - - - __ A= PIPE _ EXLSTING _ _ - - _ _ _ _ __ _ _ _ _ _ __ _- _ _ __ 1IPE ___ _ ___ _ StJRFA P i __ _ _ . __ _._ _ ___ _ _ .. ___ - _ _ ___ _ _ _ __ __-_ _-__ _ ® p Imo__ _ _ - _ _ PROS. :DRY _ __ ___ -__ _. ._ _.__ _ -_ _-_-__ . ______ - __ _ _ __ __ - : .: _ _ __ _ _ _ _ F I NI�-Efl ____ __- __ _- ___ _ ___ -PROP. 4-CELL _ _ : _ __ _ _ _� , _P PE __ _ ___ _ _-- -- - _ _ _ ._ _ _ __ _I _ ___ _ _ - - _ _ - - _ _ 8 Hbc 12 - _ ACE -� PI ' __ ---___ __ -_ _ -_ __-__ ___ ___ ._ _ _ _ _ _ __ __ __ _ _ - _ _ -- - - - - - _ ___ --- (EVE _ . . _ _ - _ _ __ _ __ _ -____ __ _- _ __ ___ - _ _ -_ �_ __ __ PRECAST _ - _ _ __.. _ _. . _ .. _ _ _ .. _ _ ___ _ _ _ __ .. _ . _ _- ._ ___ _ _ _ _ �_ ___ ____ _ ___ , __ _ __ _ _ _ _ �-s0 __ _- __ _ _- ___ _ _ __ _ _ __ - _ _ - _ _ _ __ ___ _. _ ____ __ -__ ___ __ _ __ _- :_ _ _- _ _ _ _ _ _ __ - - - . HI6L - _ _ 100 - 142 _ - - 0 _ - _ _ _ - 1430 _ - _ _ - .. _ - __ _ -- - - _ __ _ _ _ _ __ 8 _Hx_12 w _ --14�9-.4 _- ._ -- _ ___ .L _ --- 428. 4 1 7 16 2 .1 _ _ _. __ _ _ ____ -_-__ _. ___ _-_ _ ___ ---_ __ _ _ ___- ___ _ _ _ _ _ - _ _ ____ _ _ _-_ _ ____ _ _ _ - __ - - ____ _ _ .. _- _ --- -- - � _ - ___ _ :__ T= . - --_ - - LL _ _ ___ _ _-___ ____ _____- --_- --_-_ _ -- _ ___ ___ ___ __ I __ _ _ 30 _ - _- : _ _ _Q _ __ ___ -_ _ _-t____ _ ____ __ _ - _- _ -_ -____- _ _ - _ PRE£rAST _ __1 __ _ S _ _ _-__ _ _ _ _ _ X RCS ____- _ __ ____ ___ ___ __ _ __ ___ ___ ____ - _ _ ______ __ ,-___ _ _ _-- _ _ _ - -- _ - : 4 7 _ [ 80 PLA - -- _. _ _ -_ _ - - --- _ - r + > _ - - . _ _ -__ ___. _.___ ____:__ ---__-- _:-_ -_ -__ - _ ______ _ __ ___ __ _ -_ _ _ __ _ _ __ _ _ ----_-- - ----- ---- ----- - - _ _ _ � _ . ___ zw . PROP. 4�L + _ ._� �D <t_ __ z _ _ ___- _ -__ _____ 8 Hx1 W - __ _ - '�' © - _ __ _ -_ - - - _ _ _ _ - _ © : vs d- - __ _ - - _ml _ �- RCB C.IVERT _ _ _ _ M ____ _ r _._ ___ _.. 1 _!W + _ _ _ _ _ _-. n :_ _ _ _ _ � P�CAST __ _ _c� � _ c� �_ - _ - _ _ _ _ 1410 _ _ _ _ _ t _ - _Y _._ _ __ ___ _ __ _ _ _ . . _ . A U - ._ .# - _ _ _ -__ ; -- _ - -_ _- _ --- - - - - --. -- - _ ---- . --- ------ - - -. _ - t<t _ _ _ _ _ Q ; - - _- _ _ _ _ _ _ - _ . # �kZ� -- _ _ ...� ter_-# -'� 1.t7. 13.1 L� O # - _ . :9 _. ___ ______ __ _ O _ _ INSTALL 1 96 LF I TALL 53 50 LF ---- ------ ---- -- --- - - _ -- --- -- _ - -- - -- --- ---- _- - _ _ _ :: __.. __ _ ___ - ---- - R- � 1 - __ _ __ _ _ _ _ NST _29.S3 54 RCP (D-L ! 1400)- 1$ - CP (D-�L =2000} �4LL _ _ _ _ _ -__ _ INTAI BY R( _ _ __ __ - 36 Rf ' _ D-LOAD=2 - - _ - _ _ _ _ __ _ __ _ - _ _ __ _ _ - _ _ I NTA I NED BY RC D r - MA _ _ --- __ _-- TA -- __ _ _ _ _ - _ _ _ __ - _ _ - __ _ _ _ _ --- - - __ _ . AU C AT_A Y I� I E T _ . - �._ - - - - _ _ r _ __ _ Ol .-9 __ _ _ _ _ _ - __ _ _ = DO 1.20 OFF. I1RA IC - __ _- _ __ 1OD __ _ __ 2__ --CFS _ - . _ _ 6 _ 3._7-_E S . __ _ _- - - __ __ AX = 8'.6 "PS - - _ _ _ = t2__3 EPS _ _ _ Q1DO_ = 30..-71-- S _ . __ . _ _ _ - -_ _ _ -VMI.-- = 5:3 -fP -_ -__ _ . . _ _ __ _ _ __ __ _ __ _ __ -,_ __ __ . __ _ ___ __ _ _ _ _ _ . ___ ---_ ._ _-_ _. ___ ___ ___ ___ ___ ___ _ _- _ . __ _ _ -___. _ _ - _ - _ r _ - _ _ - - - _ _ _ _ E _ - PROFILE SCALE . - _ - - - - - P ILA P L TT _ _ _ -: F CHAfdNEL PI ARt 8c P f?F I LE - -P 1 _ ;_ HORIZ. 1 - 5(} _ _ - _ _ -S� -SETS 3---10 _ _ VERT. 1 - _ _ . -- - - - _ _ __ _ _ _ _ - 5 ._. -_ _ CONSTRUCTION NOTES CONSTRUCT JUNCTION STRUCTURE NO. 1 PER RCFC & z / \ - WCD STD. DWG. JS226 AND SHEET 23 T ,t{ �o I'"> ' �f 58 CONSTRUCT JUNCT I ON STRUCTURE NO. 3 PER RCFC & E BHA /11" � f` `t - WCD STD. DWG. JS228 f ' '` s T s- * CONSTRUCT T I ON STRUCTURE NO. 1 PER RCFC & , � ��b WCD STD. DWG. JS226 r` _. i`. }3, . f • ``� ,; � - - �' m. 69 5 F- 9+82 L I I ! Q CONSTRUCT JUNCTION STRUCTURE NO. 6 PER RCFCD & ., -36 EX. CIuIP 1 4+ jT. -.._ � - . TO REMOVED- _- __„n -� M v� m- .4 i' WCD STD, DWG. NO. JS-231 �,, "" E DOSE �g I ® INSTALL 54m RCP (D-LOAD PER PLAN) BEDDING PER s �-- s_ --- — --- �-- w- -. -- 10+02. 13 I A RCFC tc WCD STD. DWG. NO. M-815 �o _ I*._ _� __-._ __ ___ _ � { 8+50+04 64IEX.E 55------ - =105+13.74 RCB � ® INSTALL 18" RCP (D-LOAD PER PLAN) BEDDING PER _ - _ ALOM_A CHANI+EL_ _ ___-- -___.. __ 9+96.62 ,, --. _I _-I ;� P _ -- RCFC & WCD STD. DWG. NO. M-815 � - 10+12.98 BC 81 INSTALL 30" RCP (D-LOAD PER PLAN) BEDDING PER w 94L I PESDT 1 I � IWPO RT ROAD 10+02. 13 L I B _ RCFC & WCD STD. DWG. N0. M-815 �, 21 1 0 59 _ 10+30.65 EC---- - _ _ PR .,3-CELL , - -105+115. 16 _ L I N - 14' RCB' - ____A --__ _._ + 2 r 4 I NSTALL 36 RCP (D-LOAD PER PLAN) ADD I NG PER _ - , x �I SEE SHT 1 CAST ; ` RCFC & WCD STD. DWG. NO. M-815 0 w 70+03.99 6 3 79 a @ INSTALL 42" RCP (D-LOAD PER PLAN) BEDDING PER 1 f- `�', o HOLLAPD ROAD W ) / RCFC & WCD STD. DWG. NO. M-815 CD Ja BI�KHEAD - 82 - - z o / " C) I--1 a Q INSTALL 48 RCP (D-LOAD PER PLAN) BEDDING PER Q ,CATCH BAS I _. - Y J w / ;' Q RCFC is WCD STD. DWG. NO. M-815 4. _ - - A z� N - a' ® CONSTRUCT CONCRETE �JLE4-MEAD PER RCFC & WCD STD. i � KIP 060020 .=. Jr. > .� RCP JUNCTION _ © DWG. NO. M-816 T` cD +JY i �., -_ - _ --_ STRUCTURE SCHEDULE f` O O� i { i Viz' + J, ' { - / ,_ �, � - LINE E LINE A LINE B LINE Q � � �; , FOR GRADING THIS m �'/ . N { '� 1, \\\ � \ I AREA SEE SHEET 12B / 66 ,� X/ w f� {1 ;� '�e : TYPE JS #1 JS #3 JS 1 JS #1 3 r " :" �,`v '>> „A„ 45.00' 45.00' 45.00' 45.00' I ` r /, , ��LO�AA CIA , y\v' /p t: k I i F F f 1i`4 �\ Z _ 1 p ` t .., 1 r,t.ti ,f of „ a » u J) } J j ` / J',,- ,}\ \ P - B 48 18 36 54 / 11J/ j Z i; 1 s ! w "C" 20. 15' -- 13.03' 16.74' 9 _ 4 ; o -- -- -- -- `its oII ; ,va Z .,E„ -- -- -- -- r { 'r I �' r� ! - t Q - -- DATA TABLE o i x �. _ LINE Q , LINE A LINE B I rid i `' i t k O �, ! 1 J1 U j .,F -- -- - f I � ; ; i r t i Lv ; , � : ? NO BEAR I NG�DELTA RADIUS LENGTH TANGENT NOTE i " " PLAN C-) "' C 1 N 44°30 ' 50" W -- 2. 19 ' -- LINE E 0 cn O HL„ ° ! „ , O LINE E 2 N 44 13 34 w -- 2 . 36 -- LINE A z "ELEV R" 1416.38 -- 1428.33 1426.21 ~ 3 45°00 '00" 22 . 50 ' 17 .67 ' 9 . 32 ' LINE A - 4 N 89° 13 ' 34" W -- 35. 47' -- LINE A . PLAN "ELEV S" 1416.35 1429.32 1428.32 1426. 13 5 N 45°46 ' 26" E -- -- L I NE Q ) 50 0 50 100 150 6 N 45°46 ' 26" E -- 29 .63' -- LINE B o a SCALE: 1 "=50' j PM 34275 0 COUNTY OF RIVERSIDE BENCHMAW: DATE: 197o ELEV: 1495.886 PIJ►NNINCa ■ DESION ■ CONSTRUCTION REVISIONS PRO.�GT N0. j . ��,IfEsslo�*1 ®,max DIGA-ERT o'?WE�si�gl RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL 00 E° 0• F sY 'w ..�.. 2.7 MILES SOUTH ON MURRIETA ROAD FROM THE ��' err <" CATER CONSERVATION DISTRICT STAGE 2 4-0-00111-02 4� � �t DIAi.1�0[l. � �' s y� 4oe�0 cou�rrY ce�rrai owe surrE too a / CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST �, Z ■ ■ ■ Te�ctAA RE �DED FOR APPROVAL BY: APPROVED BY: DRAWING N0. No. 45702 " 0 1�0�?27- OF POWERPOLE 116193, 29 FT EAST OF M URRIETA a 140.69395 r^ PEWPORT RD APO HOLLAND RD In w m CONSULTING 951.6MAM ■ FAX 9SLi 676.7240 • wwwfBF.com 4-(�s7 Exp. !2/31/08 '• ALAN D. FRENCH DATE A ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTMIEST Exp.6/300 � PRECAST RCB CULVERTS � * * OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. NO. .69395 F- 'rt �'I�1�- 1! � E FENCE, 2 FT NORTH OF A WATER METER, 2 FT Q, EX. DATE: 6/30/00 LW E, LW A. LME B. LW Q o �1j Ot'� � Z OFSCUt CK�wr► SOUTH OF A MARKER POST, SET A BRASS DISK `�q��, CIVIL �� NO. Q E eF C f►��E RECOMInENDED.- f*W:E- DA E IN A t�NCRETE POST. OF CA1,� DATE: 1w DESCRIPTION AQPR. an1� DATE�T./i /4F ATE: Z'Z �L00$ ACTOR PIPE PROFILES 17B OF 28 . 4q - 0 q 10 11 10 11 10 11 10 11 CONTRACTOR SHALL PROTECT N PLACE PR D F HI _ NOT E. C 0 I L CE ALL � SI-ED - _ T UTILITIES CROSSING OR PARALLELING THE - -- SURFACE _ PIPE R STORM DRAIN UNLESS OTHERWISE NOTED. - - EXISTING 0 PIPE _ - - - - L -w79CHANWL - --- ___ - _ - - - - - -- - - - __ ACE O PPE SUJRF CE 0 _Pi.PE I I3fIN6 GR6t�_ -_ __ _ - _ _ m All - _ _ _ _ _ _ I _ iSTiNG: •PIPE, _ - PER ASS GRAD _ _ _ 8 P I EX I ST I GROLU D _ _ __ a _ _ _ _ AMA CHtiA1�N�t _ 0PPE - - - - - Q1 - i425 23 _ _ _ Gloo WSE=1424.80 _ I- _ - i4�4.fig z _ - - - 142 PALCrlA n - - _ 3 #Ovaj_ _ _ - + t _ _ __ MI-RAf I i 1E�fIR_ t J - , -• - co FILTER EAEIRIG - N � _ � - j -- flN---- - -_ - - _ - cow- _� - _ f o _ - _- .- - _ _ _-INST 46.07 _LF - _ - __ _ 1/4-TON - _ _ - -. J ._ _ ___ �__ _ . _ u . __ �- _ - . __ - _ . _ ._ 36 1 --D-L-OJ�I�1.I pp� - {� - 3 4- _ u__ ao:u _ -- - __ _ _ _ _ - - - - _MAINTAINEDY_�CF - - - __ _ _ _+ $ CtA OVER 6 -_ 3 _4_ _ ♦ _ _ _ _ __ __ __ _- ___ _ _ ___ _ __ cn -c - _ _ -_-_ _ tatIRA i 11 __ . _ J r fA QY - __ _ _ _ _ _ _ _ _ .�, _ - _ - _ _ _ - - _ _ _- _ - - - _ FtLT FARE C - I�L a _ 141 _ - 0100- 36- 64 - - - _ - INSTA 1 ___ - NET __. -- .80 tF ° - -_ _ - __ 3�k_ 4 LF _ . ____ _ -: - ____ _ _ _ ___ �k�lA9f �.2 FPS. _ __ _ __ _ ,� _ __ _ _ _ iNST �3.2� LF __ _ OAI -1200 - -_ . - - _ 24 D,-LOAD=2400} _ MA-INTAI BY F _. - _. � _ __ _ _ _ : _ _ _: _ _ MA I-NTA I BY RCFCkWC� _ - - _ _ - - - _ . - _ - _ IdAA-INTA.I BY RCF CD - - - - - HY A A A - VMAX 4.5 F 'S _ -- _ Qroo 15.5 CF _ - 5.3 FPS - - - Amx 4.9 FPS- - L -NE S - __ - _ LlNE: _ - - PROFILE SCALE V.ILE- _ _. ___. ___- _-___..-.._- — F l,l IA � �j. gam. y�. -i_ __. _.._.. ..___.i LA _ OC r l�E 0 SEE SHEETS 3---1 - ---- ------ VERT. 1 5 CONSTRUCTION NOTES 1 INSTALL RIP-RAP PER PLAN AND DETAIL ON SHEET 15 � x: b'e INSTALL 54" RCP (D-LOAD PER PLAN) BEDDING PER RCFC & WCD STD. DWG. NO. M-815 @ CONSTRUCT 1 THICK BY_ 4 DEEP CONCRETE CUTOFF WALL '`' ' ` f r` ! PER CALTRANS STD. DWG. NO. D-84 J' r` r P r f , s' rr ✓r f, V ,,�lr� f J- r r r \ W�.•. I NSTALL 24" RCP (D-LOAD PER PLAN) ADD I NG PER RCFC & Q C' m z o J WCD STD. DWG. NO. M-815 _ r. J / ' �'.. ` ® INSTALL 36 RCP (D-LOAD PER PLAN) BEDDING PER RCFC k 'C"., d'' Jj i r a- -,`•', '�` z -815 Z o. WCD STD. D f s l Z If U O ��., 1--1 11 ` 00 J > J r.. to .; i` •r-' f,- ,/f "� Q '� / `/r` r� .r' Qj '' r ?`.. U O t� , fr. �`, �,' a ,, `` �'Qi J CONSTRUCT MODIFIED JUNCTIONSTRUCTURE N0. 6 PER Q WO` 1-1 f r, , ,f ,,, ,,, , ,` �,;, ,: ^,� 3 : f, ;` RC FCD k WCD STD DWG. - ,. _ ;' r' rn O_ -�n G. NO. JS 231 k Chi-326 DETAIL B , t' V1M Q f / ' f •''j'`? ,,'' r 1 f r f� �':,; ''.,\ J v %;' (V 3' r rr f` 7 p } f,' y ,' , n�° , , , , ( F WALL AT TOE,� CUTOFF z N OMIT CONCRETE CHANNEL AND ADD OF _ ,,- .-1 �, o w `` ,. vi SLOPE. SEE DETAILS SHEET 16. �. z cn ;%�� !r ,` ' r a ; { ao " , o W f f; + o o es CONSTRUCT CONCRETE BULKHEAD PER RCFC k WCD STD. DWG. r o ' _ `k / / t y ' , h f Z ,r' <[ �' rr r i r ` Q NO. M-816 ~ f wo f Q r'' jo N04 53 16 E N45 38 55 °' 1 ,'` in r' >/ t,_ ` W F o 002'41"E ;7 '; 3 ' ;ti co \ \ ��, J o ''!. /•' •+'/' =''_i''f Z,. ` Q - ; ,.'' ` ' M �`�r \ ,...,, + Q U v,\ a Go—i \ z i `rr fi,,o'f/` j !• • `? 1` '/ ?l/`i/f 'r �. / Q f`Y) JQ V r ' i '+d+ Z irf ` 1 •\\\\ ~ lQ.�O-- f J + r,-+j//�/f f`; Q- _ U)! I� Q2 ; ��,�,V l%�.'' ? U N D' ,�' J .•�'lJ- `: \ N o� n '' o z� f/,: ,.,r' '.� co �x r ,r ,�. am."'/i' Q -- x 13 34"W W J U .;'/ m ''r /"/ N'� Z + (nJ / N�f',r �t,.r �.0 A — 4 c� ' -\✓ . Q' �• �!` ,'`r/ 1--O O zm s >' '. II to/ / O �� .' \ .. :� `'� DATA TABLE Q - -� % %r` ,`" Y �;' f ?%';'', Q U` 86 0 O 0 BEARING/DELTA LENGTH RADIUS TANGENT NOTE / W /`�',t GO • �,`rtr /r /� Q U,� (n Q \\ 1 N 04°53' 16' E 34.81 -- -- INE CCc co n M % ,' '� tiJ �`, r�,N'. C \ ° \ 2 N 45°38'55' E 46. 11 ' -- -- L z i,N O i, =, %` ,. 1� O \ LINE NE V Q p� ,',' 3 N 39°02'41 " E 34 14' -- -- _ ` � + / , S ;�.2 LINE S O 1 N ` f i;d' I� / ,' + 0 \'' �I� r' �c� \ 4 N 44° 13'34" W 53 25' -- -- LINE BaD B Q + O N N Ile q1t If _j SCALE: > O LINE V LINE NE S �GP�� LINE BB. ''so 50 0 50 100 150LINE CC > PROF I LE PROFILE PROFILE p PROFILE SCALE: 1"=50' 0 -, zJ I z Q J PM 34275 / 0 0 p� c Q COUNTY OF RIVERSIDE BENCHMARK DATE: 1970 ELEV: 1495.886 PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS PROJECT NO. 0 •� ssi, DIGALERT QRo�ESS/�t, RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL ♦170N OWARnMff ��° ,gyp M.�r9�F WATER CONSERVATION DISTRICT 4-0-M 11,1-02 00 mvpw1m � 2.7\MILES SOUTH ON M1RRIETA ROAD, FROM THE N �� 10 STAGE 2 0 + /4-40--oos CATHOLIC CHIRCH AT SUN CITY, 45 FT NORTHEAST ■ ■ ■NO. 45702 �*+ 1�OD�Z27— OF POWERPOLE #16193, 29 FT EAST OF MIRRIETA w m CONSULTING S U LTI N G 95ts7seo�22 •• FAX 7672TEMECULA ��o� wwwABFcon, - RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAWING N0. No.69395 led Exp. 12/31/Od �� D. FRENCH DATE " �i,» ROAD. AFD 2 FT ABOVE THE ROAD, 2 FT SfluTHwEST cr EXP.6/300 � 4-9 6 7 Q * * OF THE NORTHWEST GOER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. N0. 69395 LNE C+C, LN'E Yr LW $• LW W < ��ate■ FENCE, 2 FT NORTH OF A WATER METER, 2 FT .fj CtV R �� EXP. DA 6/30/08 �� SHEET NO. o aF111BNGll�»M ISOUTH OF A � KER POSTPOST, SET A BRASS DISK '9lFCFCAL�� DATE LACJp RECgni,E .�-M E DATE: Z c ATE: 2.27-ZCM CONNECTOR PIPE PROFILES 18 OF 28 DESCRIPTION mw• DA7E 4q - 0 11 12 13 14 10 11 10 11 10 10 PROPOSED NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL _ : HtAUNt: ROAD _ - _ _ UTILITIES CROSSING OR PARALLELING THE - : III IIYTAI�D :MAINTAINED: STORM DRAIN UNLESS OTHERWISE NOTED. _ _ I- - B -RC FC�II m - BY PROPOD F I N I S. ---JEMD ' - - - __ _ _ CH ` _ DACE-A � PI _ RW L _ PROPOSED FINISHED _ ____ _ __ CHAEX I L rn - _ _ ACE 0 PIPE _ 4 _ - _ _ _1 30 PROPOSE N-1SHED _ R --- _ _ - __ -- I : F xIS> : - 1430 SURF ACE__ _ _ _ T - ^Z ` _EXISTING _ __ _ fNiSHED _ _ -EX LST I GROUP , I A PIPE _ - _ ® P PE I _ 1427.21 _ _ _ - _ _ _ _ _ ___ -SURFACEPIPS _ _ _ _ _ _ _ - 100 _ _ - _ _ XI TINE. GROUND_ _ -- 26.23 _ _ - _ — - - - - - _1 FINISHED HGL _ _ _ - _ _ _ _ TW _ _ _ -_ __ _ _ _ _ _ _ _ _ _ _ i ST I NG GROUND _ _ O _ _ _ _ _ PIS _ 5 PAL PALOIidA AIV�IEL- CHANNEL _ _ 8 x8' _ _ PI's _ _ __ _ _ __1 1G6 _ _ __ 4 EX. 5 x$ 14 0.81 : _ ALc�IA f .011� .00 - _ - --- _ _ _ _ __ 420 2 - - _ 4 1420 - -- - _ % _ � � HCL _ - _ _ t _ 3-36 CMP 1.4 9. 7 ��, o _ _ I TO BE- REMOVED M F z i 4 TON r o S=O. _ - - 3 _ _ __._ PROP. . Z - - - 1 4 TON M __ - _ _ O RCP JUNCTION - - _: _ O - _ _ _ _ _ _ - 00 6 �+ F- __ 5 x 14 RCB S STRUCTURE SCHEDULE - __ . 1 4 TONit --M J.1— _ __ __ _ __ _ - - _ _ � O - • 4 �t t:.2 } r r ft + �iI�IRAFI 10� _ . _ _ _. __ _ _ _ _ _. 0 . _ � _ _ __ ,. _ LINE D M _ _ _ - -_GRAVEL_Q _ _ � __ __ - _ � _ __ _ __ _ _ -_ _ _ _ b- _ ___ _ _�. __ _ __ FILTER ABRIC __ ___ _- _ a - o + _ - + r oco r MIRAFI 1-1 _ _ - __ _ J w cn 6 _3 4 _ _ _� m f\ - m w _ _ _ _ Jd _. TYPE JS #1 _ r r - - - F _ - Q= E�2AWEL OVER .r-- + fl. I LTER F I C " I T L 4 .99 LF _ Jw _ MY _ . 1'[.(ION_ _ ... r�- _ _ _ _ 42 RC _ _D-LOAD=1.400 ;: _ _ _ _ _ _ _- _ _ __ __ ___ : _ 45.00• co��C cn 1 = U) A MIRAFI �� Q 00 6.9 FS d' _ - �p 1410 FILTER fABR C r �r _ " I A 4 5 MA iNTA BY RCF + -u�J - _ z o 0 1410 z o „B„ 48„ _ _ _ _ _ __- ;-- ,-,._,m__-- __ �_ WADER -LI _ _ _ _ - _ _. _ _ _ - __ _ _ MA INTA BY IGF U IC T _ _ _ „ , $ X4 _ RCB _..CAL _ _ - _ _ _ _ _ __ - _ _ ___ __ _ _ ( TRAIV.S D } _ _ - - _- u _ 11 _ _ : o __ - - _ _ z 1o. 1s _ _ c- - - - - -6-. _ - rn _o _ _ - w _ - MAL AINED_BY RCFC NCD _ _ _ _ _ - _ _ _ _ + -_ _!�_ IEIC _DATA _ rn + 0.7 FPS _ _ { _ - - _ o D DATA;-- X - "E„ _ - 2.8 FPS - _ _ 48 ROO (D-LOAD 1200) 18 oAD=2400 -- _ VtAX _ __ ____ - _ : - _ _ _ ___ _ ___ ___ ___ _-INE :: _i __ _ _ D-L MAI A IND BY RCFC& CD _ _ _ _ I NT BY RCTD- _ _ L __ __ _ HYDRAS IC DATA _ _ _ -- 100 60. 1 - Or Q ( S R ILE _ 0 L" 4.8 FPS - _ z ELEV R _ _ IPROFILE SCALEL _ 1416.30 _ NEG _ _ N_� � � ___ - __ _ _ _ L � N L� _NE__ N.y ,-_ _ _ rELEV S _ _ F CHANNEL- PLAN &-P OF I LE - _ . HORIZ. 1 = 5O - _ _ _ __ _ __ - _ - _Pf _ I LE P 0 I LE VERY. : , _ SEE �+ �TS 3 0 PonFI_ P LLE - _ CONSTRUCTION NOTES 12 INSTALL RIP-RAP PER PLAN AND DETAIL ON SHEET 15 x .�� *, ® CONSTRUCT JUNCTION STRUCTURE NO. 1 PER Oa. C' y,�` _ �_ . ,,.': RCFC & WCD STD. DWG. JS226 AND SHEET 23 -EX _ ® CONSTRUCT JU NCT I ON STRUCTURE NO. 3 PER o a " , DOUBLE RCFC & WCD STD. DWG. JS228 00 xJW € I �h � �, � � ', _ `_:, � ,:.. - - - - - - TO � t�EMOVED CONSTRUCT H � L4 J 'pi - ® CONS 1 ' T ICK BY 4' DEEP CONCRETE ff 85 x E cr Q - 9+90.84 LINED 3-PR. 5'x 14' RCB'S - -- CUTOFF WALL PER CALTRANS STD. DWG. NO. \` - `. � J I- �5 _50+33. 15 EX_ D-84 N a INSTALL 18 RCP (D-LOAD PER PLAN) BEDDING djy �' 9,PALOMA CHA I " :. 1; t z I ' � ~ $ ---LINE E PER RCFC & WCD STD. DWG. NO. M-815 0 CHANNEL R/W ;3 w w - 4 O I t * e w ,w�, I N :w '�` - -- 50+54._4Z- - --- --- BEDDING N s SHT 1 eo INSTALL 24" RCP D-LOAD PER PLAN) o w a.r I ! N J \ �., - PER RCFC & WCD STD. DWG. NO. M-815 . .. "�� a- ` O - w PALOMA CHIANNE i A=20. 4>r 9 n ;,' ` 3 - �, • e # : y z o 8Q INSTALL 42" RCP (D-LOAD PER PLAN) BEDDING Q 0,12 :, h. 3 w o + a o PER RCFC & WCD STD. DWG. NO. M-815 U) FLARE L �=-25`44' ,2i - w o M JQ Z r� _ ., r `' '� 3 w J ti 6 ' 77 + Jw ,, , r v + J 10 R Q INSTALL 48 RCP (D-LOAD PER FLAN) ADD I NG o \� cn 1 - # a Y ` ' S o- CATCH BA S I PER RCFC & WCD STD. DWG. NO. M 815 Q ___._ y'. -_ ! — 85 CONSTRUCT MODIFIED JUNVCT I CAI STRUCTURE NO. Go ti Z 10 O _ / r `N 1 O6 08"MII-- ` \ o ! o �o z� N44 1 34 gin_. <, I P 060020 , ` r Z I i ao E T, r N ( ) "� 6 PER RCFCD & WCD STD, DWG. NO JS-231 & �y .O ``l 90 N '`� w L +v X v 6 �� Oaf ! CH-326 DETAIL "B" OMIT CONCRETE CHANNEL J � O w AND ADD CUTOFF x O MlJ z �� IL WALL AT TOE OF SLOPE. SEE LLJI .. ''�n i ao z a,,yf 0 ' 8p �s =r �- o DETAILS SHEET 16. LLJ w 'rnom z J r Jam. / Q CONSTRUCT CONCRETE PER RCFC 00 & • w�l� , xoao p a r- ao a=. w m ;� \\ o , \ r OOD _ ¢N- �, r o + r r Y WCD STD. DWG. NIO. M-816 Of �` \ t x�f?� O C� I , U' O x: O �t? O + + J m^ o p ;M + rn cnrnr ! oM,n , ` O �, CONSTRUCT 8 X4 RCB PER CALTRANS STD. D80 N I- O \+ r \ �j O -M r r I; '� W JcfJ T s Q U d- j ! ',, w 46 J M �r 1 xrncv md-d- f + , 91 CONSTRUCT HEADWALL AND WINGWALLS PER r zan d- , . a `d- - O (n ?� , ',� � � �� Urr I 'I i ; 5 I In �' � , `'t ',� U \ / CALTRANS STD D84 x- o rn o r� y Z i a-0 m € ��k: ,p -r'1'r-� O Q to N i O (n00 mar �� I' .`I J v i r;- p - y �O r as it r- '\ r- Ur 11 ��`, G J n �; M -� s \ r co'. '!� 9 cn } Q CONSTRUCT MAN-�OLE NO. 3 PER RCFC & WCD r + Q c� ; m�r �03 r Z \ I f I N r�t 3 ' - ♦ °'. cv�op �� STD. DWG MH 253. + Z�. w 4 Qr II + xi-a- = LINE D & LINE N W r U+ r V .� 91 R h `� _;<D w 1111k t/Nn oo a, O ;I OT°O J M CV o ♦ Z sJ OOmF" I' 1�Ln W �? + r ` \ W o + xoo I +�oo� Z o� � � �y w PLAN 1 tfiAME1 R `,, �Ijj ` ` ` 'I t + xH-�, p I O c011 I�I r II J Q r DATA TABLE p BEARING/DELTA LENGTH RADIUS TANGENT NOTE Q w `rC' 1 N 71'06'08" W 16.22' LINE F w � q \o LINE F � `� 2 18'07'27" 14.23' 45.00' 7. 18' LINE F p PLAN ', 3 N 89 13'34" W 216.88' _= LINE F � LINE NE G '�so� LINE J 4 N 63°59'59" W 46.03' LINE G 5 N 44° 13'34" W 20. 12' -- -- LINE J > PLAN PLAN 6 30*00,00" 23.56' 45.00' 12.06' LINE J o 50 0 50 100 150 7 N 74* 13'34" W 5.32' -- -- LINE J 0 8 N 45'29' 10" E 5.00 -- -- LINED Q 9 10'40'47" 4. 19' 22.50' 2. 10' LINED -' SCALE: 1 "=50' PM 34275 10 N 45.29' 10" E 5.05' -- -- LINEN n a COUNTY OF RIVERSIDE EENCI--MAW: DATE 1970 ELEV: 1495.886 PLANNING ■ DESIGN ■ CONSTRUCTION oFEss,e DIGALERT QROFEss/��, REVISIONS RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL PROJECT No. 11-1 o� F TRAl�3FOlt?aWx DBPdR'At6tM,T ,�, ..�.. ��O � a �r9�F WATER CONSERVATION DISTRICT 4-0-00111-02 �_ 7-y/Go- 2.7 MILES SOUTH ON MU2RIETA ROAD, FROM THE , _ STAGE 2Z' CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST y� ■ ■ ■ aosp couNrY TEMECULA,CALF RMADRIV suiE 10o RE�NUED FOR APPROVAL BY• APPROVED BY: DRAWING NO.No. 45702 1_=-227- OF POWERPOLE #16193, 29 FT EAST OF MU2R I ETA w No.69395 , C G N S U LT 1 N G 9s1b7s soa2 • FAX 9''Ii s7s.724o AwwwAeF oan a Exp. 12/31/06 Z ALAN D. FRENCH DATE ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST nc Exp.6/30/08 i L M F, LM G, LINE J, UM D, LIRE N 4-96 7 Q ENEFC*W YOUOF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. NO. 69395 VLF ee�i10E AL96 FENCE, 2 FT NORTH OF A WATER METER, 2 FT S P El ATE: 6/30/08 SHEET NO. Q `rt'lF I 1 E ~! .i OF 90Un CALFO ► SOUTH OF A MARKER POST, SET A BRASS DISK lglF �l V 1 t�� OF C A\-1 IN A CONCRETE POST. OF CAI\� DATE I■F DESCRIPTION APPR. ADATEDATE: L fil DATE: Z•Z'T•lea CONNECTOR PIPE PROFILES 19 of 23 RECOIr�ENDED: -BASE A q" . o 10 11 10 10 11 10 11 10 11 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL NG OR PARALLELING TH UTILITIES CROSSING E -- --- - - - - - - STORM DRAIN UNLESS OTHERWISE NOTED. UNA L PRt)POSED FINISHED _ SURFACE-f_ PIPE D FINISHED R _ -. , _ FINISHED _ __ _ SURFACE _® PIPE PR( POSED FINISHED _ _ _ _ _ EXISTING ACE_ F _ _ _ :_. : _ _ � _ _ _ _ _EXI T. GROIN FCC I S ING GROUND ?� 0 PIPE _ ___ PROPOSED FINISHED _ _ _ _ IS°T __ _ _ _ _ _ - _ __ _ _ _ - _ _ A PIPE _ SURFACE • PIPE - _ .� _Pi _ _ _ _ - _ _ _ _ _ _ _ -I _ _ _ __ _ __ _ _ _ _ _ _ _ _ _ _ 4 =1431 .E - - EXISTI -- NO • PIPE _ _ 4 , _ _ r __ oo wSE-1429. 2 _ __ 1430 _. _ 148.7 _ _ - - - _ _ _ _ _ -1�28. --- --- H - - _ 010gw5 __-1429. 8 PALOMA • . — _ _ PALOMA _: cn _ - - _ S _ __ ___ __ _ _ _ _ t- z PALOYA 5� _ - � }. 1 .OQZ 1001E RCP JUNCTION t 4 TON _ l• _ __ __ _ _ _ _ _ oL � - _ _ - _ - U 4- __ STRUCTURE SCHEDULE - _ . _ _ _ _ ._ _ _ s tt3 420 _ _ __ _ _ _ _ _ woz __ 8 3 4 WN _ _ LAT M-1 _ _ _ - _ _ _ __ _ MIRAFI 11 _ _ _ _ _ �-_ z a o-a_ 1 4 TON o _ __ _ __ _ + J. _ _ f � _ �, _ _ _ ___ _ __ _ _ ___ _ - - F -1�- fL' _ _ TYPE JS #2 _ - _: _ _._ _ _ _ -__ _.- _ U.. __ _ - u m FILTER FABRIC _ _ 1 4 TON _ _ . a z z o- _ - - __. - • . _cQ - 1�4 TON -- _ _ „ 44 - Y - - - __ _ �_ _._ ♦ _ - A 41 cn - _ _ __ I 47.4fi L ♦ z a + u _ _ _ - GRAVEL a/ER 48 R TALL } 6 3 4 _ .- o_ cn z -_3 _ _ _ - __ _-- _ _ _ fr-pT 1r�1 TRAP I 10( i GRAVEL 0�/ER B„ 18„ a _ c� �c _ o - - - __ - _ _ _ _ _ _ _ - - _ _ _ _ _ _ IRAF1 100N _ INST -L 4. 1 _ - - __ _ _ __ _ __ _ FILTER A�2bi _ F ILTER_ I C _ - -- - - - _ C DATA - <a w _ _ 18_ RCP _(0-LOAD 2 _ NS_ _ 57.39_LF _ - p� - INSTALL .99 LF-MAW NT• -BY RCF �cWCD _- 34 _ D-L D=2000 _ 2 CFS z o D 36 -_ _ _ _ _ _ ___ - . - - __ - 72 .._.RCP. - OAf}=-1000 _ _ -_ o r MAINTA _ BY RCFC __ _ _ - 1 .6__FPS _ __ _ _ _ LL_ _ W >� ##Y _ TA _ _ MA INT. BY RCFC&WCD- U - E 3.48 __ __ _ _ _ -36 --RCP -- OAE�I4fl0 _ _ _ _ _ ___ _ __ _ _ _ _ ___ _ _ - _ _ _ _ _ __ _ v) it � 141 _ _ � 141 _ _._. :: _ __ _ _ (?VAX 1 .0: 5 Q1fl0 1C .3 CFS _ o E-- o HY R UL I DATA _ _ iMbs►�C 4. 1 FPS _ _ - _ - _ _ z w x� „ _ --- -_._ __ _ - _ _ __ __ _ _ _ _ _ _ _. W:FJ-� 1 . 18 VMAX 5.$ FPS (n G _ 1{ }-_ _1 .. �S -- - _ _ _ - __ - Q I� •8 LINE P _ - _ _ , v MAX 2. FPS V m" 1 FPS _ _ _ L I NE T _ _ _ - o L 3.22 I LF _ _ PpInL z "ELEV R" 1424.35 Llt�E __. 11424.05 - _ - _ __ PR - _ ELEV S L- NE _ M - __ _ LAT M � __ PROFILE SCALE _ _ HORIZ. : 1 = 50 - F CHANNEL PLAN & P E?F I LE _ -LE 1110E I E _. F 0 - _ - w — , _ - VERY. 1 - 5 SEE SHEETS 3-10 CONSTRUCTION NOTES Q INSTALL RIP-RAP PER PLAN AND DETAIL ON SHEET 15 " l \ CONSTRUCTO Jl1NCT ION STRUCTURE N0. 2 PER RCFC & WCD STD. DWG. JS227. \\ 1 INSTALL 72 RCP OAD PER PLAN) BEDDING � PER RCFC & WCD STD. DWG. NO. M 815 w , , , C,` �, \�� \ \ �, /f f' � / G ® CONSTRUCT 1 THICK BY 4 DEEP CONCRETE c) J r rrr ` J �,`� z ` 9 z``': '. ;., CUTOFF WALL PER CALTRANS STD. DWG. NO. -84 9 ., c� m :` ;\ O O ;, ` ® INSTALL 18 RCP (D-LOAD PER PLAN) BEDDING 0 'w :o y \.:� o "" \ '4 "`� a`q Q'' '` PER RCFC �c WCD STD. DWG. NO. M-815 w o' `y �`: ` • �S P GOIL) ;;\ \°° O O ``" Lj o `` , '90 cn �} INSTALL 30 RCP (D-LOAD PER PLAN) BEDD I NG 1► G - U ¢U = PER RCFC & WCD STD. DWG. NO. M 815 c� z`+ S '9 z + o \ �` , ;\Y , S 4, .::. �. ``fLdw ® INSTALL 36 RCP (D-LOAD PER PLAN) ADD I NG 4�, �� O 10 ` a � , 6 w co 00• _ PER RCFC &�WCD STD. DWG. NO. tul-$15 0 a >s 4, ;. � - 84 INSTALL 48 RCP D-LOAD PER PLAN BEDDINGQ � 14 :_-, . 4 N44 30 50 W 1 N s7 . ( } N540 41 ' 39"yy 10 O N4��30 50 W ; , . ,,, ��` , IMP c'Ld o +ocw , -4 PER RCFC & WCD STD DWG NO M 815 > > zo 12 ti z 16 a ♦ u ® CONSTRUCT o .4 v S'4 0 ` 1 '� ," _ `°,� ,� N ° , ; , f 6 PER RCFCD MODIFIED WCD STD, DWG NIO. J STRUCTURE1 & 0_0 z \ a ;. �. ( i-326 DETAIL B OMIT ATE CHANNEL o r z \'� 4 Q rn J + a �� , U o J ;04 N AND ADD CUTOFF WALL AT TOE OF SLOPE. SEE ♦ o w �:. O coo z •mow, °' _ ',.` ! �,.; DETAILS SHEET 16. 00 y �* � �� , � °' X. ,o N45 38 55 E ,{ a '9 c 't w ;, o �n - Q CONSTRUCT CONCRETE PER RCFC & `. co In = po W 7` ,, �M It (L, t[) =CL `a '" I,. W - 9~ + J CD STD DWG NO M 816 4 in Y, 86 _ � END RCFC&WCD MAINTAIN • w ` MAINTAINED RCP , co 00 `' \ Q- ♦ i BEGIN PR I VATLY MAINTAINED RCP. cn CENT W ; cq �� .. N N E t, ;- Z . \ cord- r`, OD rU N ff ;% w n � 0 00 u t>-.,_ � � �� j PROPERTEXTENSIY NPER MASS F RCP I GRADING PLANS � p u Ja ]; 0 LINE T LINE M & LAT M 1 LINE P '�� DATA TABLE � sue' LINE 0 NO BEARING/DELTA LENGTH RADIUS TANGENT NOTE PLAN PLAN PLAN 1 N 54°41 ' 39" W 64 . 27 ' -- -- LINE M0 PLAN 2 N 80053' 36" E 6 .00 ' -- -- LAT M-1 3 N 44030 ' 50" W 58.66 ' - -- LINE T > 4 N 44 a 30' 50" W 29 . 52 ' -- -- LINE P 50 0 50 100 150 5 290 42 '44" 11 .67 ' 22 . 50 ' 5 .97 ' LINE P z 6 N 74° 13' 34" W 4 .86 ' -- -- LINE P SCALE: 1 "=50' PM 34275 7 N 45'38' 55" E -- 26 .98 ' -- LINE 0 0 Q COUNTY OF RIVERSIDE BENCI�-MAW: DATE 1970 ELEV: 1495.886 PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS PROJECT NO. j 4�,{3fESSiW�, DIGA.ERT QROFEss,� RIVERSEDE COUNTY vaTloK ncr ` PALOMA WASH CHANNEL 4-0-00� �-02 �/� rRat{Spoirrsi'�ox n�aKnOlir ,,,,, ,,,,, ��o �.�r91 F` WAM STAGE 2 c p. F 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE c�, '� y APPROVED �: DRAPING NO. 11�. � �' s �, 4oe�o co�rr cBraR ors,surf coo 0 &4nn J= /_f CATHOLIC Oil" AT SUN CITY, 45 FT NORTHEAST � Z ■ ■ ■ TEMECUL A.CAL IX NA 925 -467sNo. 45702 1= 1- POSE 16193, 29 FT EAST OF MURK I ETA W No.69395 rrn C 0 N S U LT I N G 951.676AM FAX 95L676.7240 - wwwFBF.com e ALAN D. FRENCH DATE AT LEw Two onus ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST oc Exp.6/3O/b8 � Exp. �2/31/oe ,►«, oia 4-9f 7 Q * * OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. NO. 69395 M. L Ts Ps L� O zz� FENCE, 2 FT NORTH OF A WATER METER, 2 FT .jj C1V1� ��P LAT Wl 0 EXP. ATE: s/3o/OB SHEET NO. Q / OF80U1 CA EMM SOUTH OF A MARKER POST, SET A BRASS DISK 9jFOF `�� 0601 OF C t►�� r DED. . _ A IN A CONCRETE POST.. DATE t�F DESCRIPTION APR. DATE DATE: !o DATE: Z-Z Z.oCg CONNECTOR PIPE PROFILES 20 OF 28 µp 9 10 10 10 11 10 NOTE: CONTRACTOR SHALL PROTECT IN P LACE ALL UTILITIES CROSSING OR PARALLELING THE - - - -- STORM DRAIN UNLESS OTHERWISE NOTED. _ - - OPOSED f I-N._ _ _ _ PROPOSED: ::INI:St ED _ _ _ _ _- SURFACE ST ET _ _ R jW_ Sllf�fA£E- 0 --PIPE __ _ ___ ___ __ _ ___ _ _ _ PROPOSEQ FINI-SKD SURF {�A e -PI X -ISTI _ _ EXIST: - STREETc • PIPE 430 Q1- =14 794 .fit � 4 _ - __ . _ _ PALOMA CWNU- RED- CULVERT S=p. 1420 _- > 9+93.44 _ _ - . _ _ _ -- PROP fi--CEL _ _ _ _ _ _ a- __ _ _ _ _ 1417.93 T _ _, - - .. - _ _ _ _ _ _ -_ _._ _ _ � _ _ _ _ _ _. __ h to ter! -: _ FtCB : VERT _ _ _ e- til _ _ _ - �y __. -- _-- _ ___ __ __ ___ ___ ._ __ __ _ ___ __ __ __ _ _--_ + _. _ __ - tV r- 11 Oh __... _ _. _ _ _ - _ _ _ _ r �• - _. cwo _ _ _ _ _ r __ _ _ - - + 141 _ . _ - _ _ _ INS AtL 42 RCP -1 _ D-LOAD- ___ INST _ 54--. - . f3��-OAD=ll00_ _ _ _ MA I NT. BY R£F 3E? I�CP D-L4AD;24fIQ3 : __ _ _ � } _ _ _ _ MAINTAL BY_RCTD _ L BY -RCFCS�ME3 HYDRA I DATA _ _ _ _ _ - - too = 46- 8 -CFS 48 FPS 00 = 2018 CFS _ : _ V lOO - 1 . -FPS _ � LINE R (- OF I LE _ PROF LE _ _ _ _ _ _ PROFILE 50'"SCALE _ PROFILE VERT. : 1" = 5' CONSTRUCTION NOTES QQ CONSTRUCT JUNCTION STRUCTURE NO. 3 PER RCFC & WCD STD. DWG. JS228 PALOMA CHANNEL QQ CONSTRUCT JILT I ON STRUCTURE NO. 1 PER RCFC & WCD STD. DWG. JS226 _ - `; i ` Q CONSTRUCT JIJNCT I ON STRUCTURE N0. 6 PER E RCFCD & WCD STD, DWG. NO. JS-231 T ' \ q° X "� 04 64 69 INSTALL 54" RCP (D-LOAD PER PLAN) BEDDING J = � �• r G� PER RCFC & WCD STD. DWG. NO. M 815 _ Z �►�' v 81 INSTALL 30" RCP D-LOAD PER PLAN BEDDING o T ( _ ) RCFC & LOCO STD. DWG. No M 8 _ BEDDING %91+ co - INSTALL 42" RCP (D-LOAD PER PLAN) BE 02 LINE K vO RCP JUNCTION 58 t 3 Z Z Q 11 'O '' STRUCTURE SCHEDULE ® PER RCFC & WCD STD. DWG. NO. M-815 + - Y5A'' y OP. 6-CELL ,�� — ',� LINE L ® CONSTRUCT CONCRETE BULKFEAD PER RCFC & 1 +95.76 8, Hx.i 3•W 9+9 .4 d-os ` '` ' TYPE JS #1 WCD STD. DWG. NO. M-81 fi o \ , - 34 RCB CULVERT =79+10.92 36 59 L I NE L o o h a t ■ ■ a �- RCB- SEE LEFT -. •\ h K , '-� �►/{ „A„ LA SHf 11 i + �n ao , so oo` o +PROP_ . 30" SD 81 2 ( 3 69 K \ + o r°'Co`� a �/ o „B„ 54„ o CD PROP. 18 SD 7 s �! " - _- C) , PLAN r o00 „D" �• :� / INE 86� "E" SEE RIGHT -_ — _ �:y ! E i y " �1 '•, Lij CD 7. ST Q L" Ld �OD 17 Z ELEV R" 1421 .25 z 86 "ELEV S" 1421 .24 C) LINE K & LINE L - o PLAN o Q LINE R w N PLAN DATA TABLE o h0 a_ BEARING/DELTA RADIUS LENGTH TANGENT NOTE 50 0 50 100 150 ��• 1 N 59 0 31 } 57 E _= 60.64 ; _= LINER j �GP 2 N 60 46 26 E 9 . 23 LINE K o 3 N 59° 13 ' 34" W -- 6 . 22 ' -- LINE L z SCALE: 1 "=50' Q PM 34275 0 0 PLANNING ■ DESIGN ■ CONSTRUCTION FESS11 COUNTY OF RIVERSIDE DIG�ERT BENCHMARK: DATE: 1970 ELEV: 1495.886 qW LSS/� REVISIONS RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL PROJECT NO. 0 �� 0• F 'l �� iRA013PO�iATIOK DEPARTI�i! M� DALE, 2.7 MILES SOUTH ON MURKIETA ROAD, �� M. �q� k 4 M COUNTY��5�100 WATER CONSERVATION DISTRICT 4-0-M 111-02 00 �.� FROM THE �� '�` �l �, STAGE 2 0 y CATHOLIC CIUJRCH AT SUN CITY, 45 FT NORTHEAST Z ■ ■ ■ TH�CULA,CAL.FORI�92591-46N RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAWING NO. e No. 45702 /� 1—f0�?27— OF POWERPOLE /16193, 29 FT EAST OF MURK I ETA W No.69395 m C 17 N S U LT 1 N G 9ets7 AM FAX 951.676.7240 - wwwfW.oan LA P I EDRA RD a Exp. 12/31/Od �• AI`AIV D. DATE A 1rs ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTFAMEST oc Exp.6/30/b8 CAST-I N-PLACE RCB CULVERTS 4-96 7 i 4 * OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. NO. 69395 fr I11� �! �-- ��eMCE FENCE, 2 FT NORTH OF A WATER METER, 2 FT P EXP_ ATE: 6/30/08 Lm K. Lm L. Lm R SHEET NO. Q c/ of$oimeN cati+owr► I N AH(�NCRETE POSTPOST, SET A BRASS DISK �41F OF Cps,�EOt�� _'/— 11 RECOI�ENDED: -BAYt:E A DATE �Z A DESCRIPTION MW. DATEDATE: Lf y DATE: 2-'2--1'Z od$ CONNECTOR PIPE PROFILES 21 OF 28 r NOTE: NOTE. PARAPET WALL AND CHAIN l�" EXPANSION JT PARAPET WALL AND CHAIN 3' CHAIN LINK LINK FENCE NOT SHOWN. 35'-82" EXTEND EXISTING RCB CULVERT W/ (PARAPETS ONLY) 44,-9w LINK FENCE NOT SHOWN. FENCE PER RCFCWCD STD DWG M801 4-CELL RCB CULVERT PER CALTRANS STD PLANS D81 & D82 3-CELL RCB CULVERT PER .CALTRANS STD PLANS D81 do D82 8" TOP OF 6}�•• 6" 1 _1" 6" 6)� 14'-0" 14'-0" 14'_Ow 1 CHAMFER RCB PARAPET (TYP) PER SHEET 11 8'-3Y4" 8'-3Y4" 8'-0" 8'-0" T/3 T/3 T/3 - _- 2 w #5 AT TOP OF PARAPET WALL CLR (TOT 4) "a"[BARS #5012" EA FACE �v HORIZ BARS � r #4 CONTINUES TYPICAL BO-1 NEOPRENE COAT EXTERIOR FACE OF r FOR TYPICAL RCB REINFORCING CONTINUE a FS (TOT 4) ROOF SLAB 1-4 STRIP RCB WALL WITH SILICONE SEE CALTRANS STD PLAN D81 REINFORCEMENT = TRANSVERSE REINF GREASE (SEE DETAIL HEREON) THROUGH JOINT #5012" w CONTINUES TYP I CAL x 2 CLR ROOF SLAB a 1 2'-6" =o (TYP) " `o TRANSVERSE REINF T/6 1 � CONTINUES TYPICAL #4018 MAX T/6 b BARS T INVERT SLAB "� " EA FACE, MATCH LONGIT x " TRANSVERSE REINF EA WAY CONTINUES TYPICAL a 2�_6�� 3 -6 • t° ONGITUDINAL INVERT SLAB T WALL REINF MIN 2" 2" TRANSVERSE REINF = (TOT 2 BARS) Z CONST JT (TYP) ar r #5 BARS CLR CLR cc r i— m (MATCH SPACING "c" BARS - W/ TRANSV � 2"X4" KEYWAY RC BOX REINF)I 7 #4 STIRRUPS � 06" 1 2p—Ow 1 � - - #4 NOTES: to a —---]—#5 (TOT 6) SECTION SCALE (TOT 4) : 1" = 2, TYPICAL SECTION T—T D81 D82 1 . NOT ALL RE I NF SHOWN _ Y i A L LONGITUDINAL VERT.HORIZ. 1 = 4 2. FOR 14 0 SPAN, USE DETAIL FOR 7 0 HEIGHT IN CALTRANS STD PLAN D81 . CONSTRUCTION JOINT a cNn RC BOX „ N.T.S. m in REINF (TYP) le LL U ~ cr o m END OF RCB WALL Of 1 I x PARAPET WALL SCI-EDUCE NEWPORT 1 I � H MAX R MAJ A MAX S MIN T "a" "b" "c" ROAD I SILICONE GREASE I w 4 -6 4'-0- 3 -6" 1 '-3- 7 -6 x � #6®12 GALVANIZED ANCHOR DOWELS COATING BETWEEN #609 #606 1 #6W 0 �-�_x _x x FACE of (DRILL AND BOND W/ EPDXY ASTM C881 RCB CULVERTS MIN DEPTH CAULKING rn I x EXISTING TYPE V) RIP RAP (RC BOX ONLY) TYPICAL PARAPET WALL CUT-OFF WALLSECTION S—S 10" PER PROFILE 084 BOX CULVERT ON SHEET 9 N.T.S. _ W I NGWALL BACKUP ROD -- REMO � EXTERIOR FACE EX . 36 MP MATERIAL OF RCS CULVERT FENCE APER LRCFCWCD / (TYP) STD DWG M801 t / o #6012' CONT 1 _O" 1 EACH FACE , =0 10 CHAMFER 4 " RCP _ Ole EACH WAY ;� TYPICAL EXTERIOR (TYP) J � 0 JS NO. 1 I SEAL JOINT #5 ® 9" _ _ #5 AT TOP of N.T.S. 4[I® 18,. BARRIER (TOT 4) Q W oo I I i � in as _ 2,_0 , f- w in o q PALOMA — '�' �' "05 ® 187 2" CLR = in DQ 0 — — I �, tV ( ) O ATE , EXISTING 2" CLR 5 A 9 o TYP CONT �� 00 CUT-OFF WALL TYPICAL #4 CONT - #6 '� z d � I " (TYP) CURB AND 1-1 2� CONST JT (TOT 6) o a_ +--li--, (TYP 1 -0 (TOT 7) � N 49+00 o S - I- SEE "TYPICAL EXTER I 0 _ 1 GUTTER #5 CON _ SEAL JOINT" DET _ _ s1+off EXISTING CUT—OFF WALL EXTENSION o _ _ _ 17 11— _ — • J w °N° / 86A �\ \ E T I N - #4 CONT TOP OF EXIST WALL � Ja ~o �XeAN—— W = — = __ o o S C O D D w o 018"t (ROUGHEN TO 1/4 x z SIDEWALK AND + N WARPED W I NGWAL S N.T.s. 2 CLR AMPLITUDE) W . . „ Z T - -- �, (TOT 6 MIN) " 3 Z SEE TYP I CAL EXTERIOR P_ARAeELONLIL) _ _ _ _ a a ; h 0 P SLOPE PER (TYP) N . _ 2 -0= 0- z SEAL JOINT" DETAIL - _ ~ _ _ ( 0- 4 e 6" '� ~ a o_ � N INVERT PROFILE RIP RAP W U Z / L#5 -� H � N Of Q N _ — _ _ _ _ W m < a REINFORCING PER PROFILE 0 9 (DRILL 0_ a N ,., _ _ o:lk _ g o v a� ; #8w" 12" " " AND BOND W/ EPDXY (L o ~ D 1 _05 Q A 18 ASTM C881 , TYPE V) c 5'-4"t FACE OF EXISTING .j � \ 'L PARAPET/WINGWALL N 48 RCP TYPICAL BARRIER AND SIDEWALK Q x (SEE NOTE 18 RCPcn (SEE NOTE ) =0 OVER EXISTING PARAPET WALL J � X T I 2"x4" KEYWAY SECTION N—N z JO I N EXISTING RCB CULVERTS D82 N \ #5012" CONT NOTES N.T.S. x To- NEW 4-CELL RCB CULVERT EACH FACE 1 . FOR JUNCTION STRUCTURE DETAILS, SEE SHEET 23 AND RCFCkWCD STD DRAWING JS226. I 4'-Ow o E�D OF EXISTING #806 w 2. FOR PROFILE AND ADDITIONAL INFORMATION, SEE SHEET 3 k 10 RB CULVERTS " i 3 CLR CALTRANS STANDARD w EX . 48" RCP I SD 4'-o" 1 '_6" (TYP) PLAN SHEET NO. Y PROTECT jN, PLACE � ! I x x x x x x x x - PLM 20 0 20 40 60 TYPICAL CUT—OFF WALL SECTION C—C & S-S DETAIL NO. o N.T.S. 3. CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. Q GRAPHIC SCALE PM 34275 5 / 0 0 pp/� �- Q COUNTY OF RIVERSIDE BENCHMARK: DATE: 1970 ELEV: 1495.886 PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS rRVVCCT N0. �- @ItRssl®��! r>�►�sFORr�,r>Iox DIG ALERT ��,oFEss�a,��! RIVERSIDE COUNTY FLOOD CO DISTRICT AND PALOMA WASH CHANNEL 4-0-001 1-02 00 �O 0• F B1f: � 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE !�0 ♦� �' '�1,0 � WATER CONSERVATION STAGE 2 �^ 40M COUNTY CENTER DRIVE,SURE 100 p 'n1' CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST '� �o r ■ ■ ■ - RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAWING NO. _ /o • 1�0�227— OF POWERPOLE #16193, 29 FT EAST OF MURR I ETA ` ` TEMEaxA CALFORIrA �� W P. 45702 UALAN D.. H ATE AT IEmr wto DAII= ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST I'1o• anon CONSULTING sst676.aoa2 ■ FAX 95,.67672,0 ■ wwwABF.com N E WP 0 R T ROAD 4-96 7 Ex 12/31/Od * DEFOR■You DOG OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK '�� * PREPARED BY: TIHOMIR A. KIRILOV R.C.E. NO. 67708 4C SHEET W. Q f _ FENCE. 2 FT NORTH OF A WATER METER, 2 FT sr �/Ili ,*�� EXP. DATE: 6/30/09 CAST— IN—PLACE t'lf ®F C� � RECOMMENDED: -ee�- (DA OF��,Po.r► I NA CONCRETEPOST OF A MARKER POST, SET A BRASS DISK 'jE OF C ! �'1• DATE: � 4 � DATE: 1 DATE: Z'2 -Zoo$ RCB CULVERTS 2 2 A aF DESCRIPTION APne. or►� 4?4q - o NITS, �. PARAPET WALL AND CHAIN 7�" EXPANSION JT PARAPET WALL AND CHAIN - -- 3' CHAIN LINK LINK FENCE NOT SHOWN. 35'-M" EXTEND EXISTING RCB CULVERT W/ (PARAPETS ONLY) 47 24' LINK FENCE NOT SHOWN. FENCE PER RCFCWCD STD DWG M801 4-CELL RCB CULVERT PER CALTRANS STD PLANS D81 k D82 3-SINGLE CELL RCB CULVERTS PER CALTRANS STD PLANS D80 k D82 CONTINUE 1 '-0" TOP OF w „ 9 Am r ,. 3" , rr 3" r w s•7�" REINFORCEMENT 1" CHAMFER RCB PARAPET - I 6h„ 6" 1 -1 6 6 w 14 -0 14 -0 14 -0 THROUGH JOINT (TYP) PER SHEET 11 8'-3Y4" 8'-3Y4" 8'-0" 8'-0" T/3 T/3 T/3 :::::1--#52w -�5 AT TOP OF PARAPET WALL CLR (TOT 4) [BARS----,,,., #5012" EA FACE ^ N HORIZ BARS r #4 CONTINUES TYPICAL BO-1 NEOPRENE COAT EXTERIOR FACE OF 'r FOR TYPICAL RCB REINFORCING, a FS ROOF SLAB 1-4 STRIP RCB WALL WITH SILICONE °' ~ SEE CALTRANS STD PLAN D80 (TOT 4) TRANSVERSE REINF GREASE (SEE DETAIL HEREON) 9' w Q ��/��//��/\ 2 CLR /z o (TYP) o11 9 9.�rr 1 #5012] 2'_6 w CONTINUES TYPICAL .� #4018" MAX .� T/6 N T/6 "b" BARS T INVERT SLAB to v EA FACE, `n `� SLURRY BACKFILL MATCH LONGIT x „ TRANSVERSE REINF (2000 PSI , 2 SACK) � } EA WAY TYPICAL SLURRY BACKFILL T WALL REINF 2'-6" 3 -6 " • ONGITUDINAL r - CONST JT (TYP) o TYPICAL I , 2 SACK) (TOT 2 BARS) a 5 BARS MIN CLR CLR Oo v m MATCH SPACING W/ TRANSV '�� 2"X4" KEYWAY RC BOX REINF)) #4 STIRRUPS 0 AB" 1 � • 21-Ow #4 Z4-CEI I RCB CULVET CELL RCB CULVM NOTES: TYPICAL- LONGITUDINAL #5 (TOT 6} (TOT 4) SECTION SCALE I T-T Oso D82 1 . NOT ALL REINFORCEMENT SHOWN 2. FOR 14 0 SPAN, USE DETAIL FOR 7 0 HEIGHT IN CALTRANS STD PLAN MO. ONS T R UO T I O N O I N T m �' VERT. 1 - 2 x a ( RC BOX 2y2w HORIZ. : 1" = 4' N.T.S. m V') z REINF (TYP) L� U ~ o m END OF RCB WALL I1010l,. _ '- PARAPET WALL SCFEDULE ! i NEWPORTI I ; ROAD � � H MAX R MAJ A MAX B MIN T SILICONE GREASE 7'_6w 4,-6 4'-Ow 3,_6w 1 ,-3w #M- #60" 1 COATING BETWEEN " !------------ -•- i I RCB CULVERTS CAULKING TYPICAL�+ i r CA KI ONLY) TYPICAL PARAPET WALL i I � / SECTION S-S D84 BOX CULVERT I II h N.T.S. W I NGWALL J C BACKUP ROD EXTERIOR FACE '` - REMO li MATERIAL OF RCB CULVERT 3' CHAIN LINK % EX . 36" MP FENCE PER RCFCWCD } (TYP) STD DWG M801 I r i ♦ _-_ _ __ 1" CHAMFER ' TYPICAL EXTERIOR (TYP) _J N is NO. 1 ' ' ' SEAL JOINT 5 ® 9 # " �—#5 AT TOP OF N.T.S. #4 A 18" BARRIER (TOT 4) E � � N � , ` ` = 2,_On W o 0 PAICL D _�—_ _ ; ` a #5 ® 18" 2" �R wZ 00 �i #5 . 9" 1 < CHANNEL i i - - --- - N o (TYP) -, of D �- V) U a a i� TYPICAL #4 CONT -� #6 CONT o ---- — m -- -- — ------ -t-----f— -----�� -------+--�+- ---- - (,TYF' CURB AND (TOT 7) 2� . CONST JT (TOT 6) N 4 +00 0 w s — - - - --j— TYPICAL EXTERI - �--=---L_ } —,�. — -�_ -- GUTTER i r #5 CONT � -- SEAL JOINT DET 51,+00.,, EXISTING CUT-OFF WALL EXTENSION • - -------------- - I --I-- -------------- i� - - J N J { _ TOP EXIST WALL Q o .o =-_ __= '�-ExPlSQL�='� = U -- ---------------------- �� w a o A SECTION D-D #4 CONT (ROUGHEN TO 1/4" N o --------------------- be- i SIDEWALK AND 0- - N WARPED W I NGWAL S N.T.S. 2" CLR o 018"t AMPL I TUDE) w z < a - ---L$I D WALK AND - , Z-�- -- ---------- -- -- - a N TOT 6 MIN) r ,r o '-' SEE "TYPICAL EXTERIOR =-=P�,APEL=QhILy-)-- _ ""-4'-�--- ---------------------- - w p 0 P (TYP) ( _ _ 2 -o a J Z -----+-- ---------------------- - 0, SLOPE a i " - " a J ►- 86A CONC APRON PROF II LEER RIP RAP } #4 • `" I � a W m < SEAL 'JOINT DETAIL - --- - ----------- - w --�-- ------------- - ; of #5 ® 9" DRILL" N a` 0- N ------------ - -===1-- ---------------------- - W a < - REINFORCING ( a N ___ _______ ------------ -,--- -------------- m PER PROFILE - --------------- --1-- --- - ----_-- - o a a a Z c� c� a- #8�6" #6012" W EPO Y a o 777 '/� -- _ , , -- -- ', % % AND BOND � H V -- # 18 ) --- ------- - - - - - - - - _-_ -- --- - _ � 5 ® FACE OF EXISTING c 1 '-0" ASTM C881 TYPE V m (n I I r wt IS f J _� 5 -4 PARAPET/WINGWALL TYPICAL BARRIER AND SIDEWALK w CD ,i i 48" RCP I I 18 RCP (SEE NOTE '� OVER EXISTING PARAPET WALL (SEE NOTE ) , w I 2x 4 KEYWAY ca E I N`N ,JOIN EXISTING RCB CULVERTS D82 I #5012" CONT NOTES N.T.S. u i 0 NEW 4-CELL RCB CULVERT EACH FACE I ,. 1 . FOR JUNCTION STRUCTURE DETAILS, SEE SHEET 23 AND RCFCkWCD STD DRAWING JS226. i I I I !! i EMD OF EX I ST I N� # " 2. FOR PROFILE AND ADDITIONAL INFORMATION, SEE SHEET 3 k 10 Q _. i R�B ULVERTS I 3" CLR w i CALTRANS STANDARD > EX. 48" RCP I SD (TYP) PLAN SHEET NO. 6'-6" 1 '-6" PROTECT NI PLACE -- I I �^ i ni ; --------------------------------------- TYPICAL CUT-OFF WALL Z > 0 PLAN 20 o ` 20 40 so NEV 'PORE SEC ION C-C & S- of I Q N . T .S. 3. CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. j GRAPHIC SCALE PM 34275 0 a OfESSjp COUNTY OF RIVERSIDE DIGALUER•T BENCHMARK: DATE: 1970 ELEV: 1495.&% I�OfESSj r PLANNING oEsic3N CONSTRUCTION REVISIONS RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL PROJECT N0. 0 Qa ��t TRANSPORTATION DEPARTI�NT ..�.. o tt s WATER CONSERVATION DISTRICT 4-0-W 111-02 �_ O• F �, y 2.7 MILES SOUTH ON MURR IETA ROAD, FROM THE ��'��t% L A�,�1! COUNTY � SUITE STAGE 2 a �J CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST ■ RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAwI NG NO- y - -' . _ C 92WF46� NEWPORT ROAD No. 45702 / Q h>b�227— OF POWERPOLE #16193, 29 FT EAST OF MURR I ETA W 67708 CONSULTING s5ts7ssoa2 Fnxs�s.724o • www�F.com — Exp. 12/31/06 Z ALAN D• DATE A 1 ROAD• AND 2 FT ABOVE THE ROAD, 2 FT SOUTMNEST •6/�/� 2. 4 96 7 OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK # ! PREPARED BY. TIHOMIR A. KIRILOV R.C.E. NO. 67708 SHEET NIO U�XI� FENCE, 2 FT NORTH OF A HATER METER, 2 FT 'pt' C111� �.�` EXP. DATE: 6/30/09 o / OF iou1 cmium SOUTH OF A MARKER POST, SET A BRASS DISK rE O ``EO `� - f�R- PRECAST RCB Of CM��E RECOMMENDED: .�-�. A IN A CONCRETE POST. F CM DATE: 2 O � DESCRIPTION N". DATE DATE: Z t of ATE: Z 27_ZOo$ CULVERTS OPTION 22B of 28 h �h FACE OF EXTERIOR WALL "T" "T" "F" BARS � (NOTE 1 ) 10 (SEE NOTE 1 ) [Ell TYP h TOP OF NEW OR CONSTR JT " EXTERIOR F h EXISTING RCB CULVERT (EXISTING RCB "W" BARS CELL OF RCB lF CULVERT ONLY) (SEE NOTE 1 ) CULVERT RCP `J "F" BARS (SEE NOTE 1 ) u h (2) #9 #4012"MAX / TOP & BOTTOM L#3 TIES 4" FILLET \ 012" / ROUND EDGES (SEE NOTE 1 ) 'n TO 3" RADIUS w ROUND EDGE #4012"MAX -V TO 3" RADIUS / (2) I9 (TYP) ELEV "S" TOP & BOTTOM ELEV "R" (SEE NOTE 5) SLOPE (SEE NOTE 5) IF1 "w" BARS SECTION G-G / (SEE NOTE 1 ) N.T.S. /11� " / F" BARS "G" BARS u (SEE NOTE 1 ) (SEE NOTE 1 ) / NOTE-;_ FOR INFORMATION NOT SFIM, #4012"MAX q SEE SECTIONS P-P AND G-G AND ( F A)T I RCFCIkWCD STD DRAWING JSM. TYPICAL RCB CONSTR JT 10 \—#3 TIES F S) CULVERT REINF (EXISTING RCB 012" a (NOT ALL REINF SHOWN) CULVERT ONLY) G ROUND EDGES SECTION P-P rTO INSIDE RADIUS N.T.S. OF LATERAL, 36" MAX REMOVE CONCRETE " „ „ WITHIN THE LIMITS SHOWN „T" 6 0*EXISTING 6" 3 -8 t T AND SPLICE TO EXISTING RCB CULVERT (TYP) VERT AND HORIZ RCB REINF (TYP) TOP OF EXIST FACE OF 2'-O" F CONSTR JT P 2'-O" RCB CULVERT 10'• EXTERIOR WALL PLAN MIN (TYP) MIN NEW BEAM REINF (SEE SECTION P-P) N.T.S. / N tV I r� CONSTR JT 00 OSED 117(I S' '1 NG I I NG FOR/ EXISTING REINF (TYP) 48" 0 RCP OPENING FOR (SEE NOTE 3) ~ O o EXISTING RCB a NOTES 48" 0 RCP CULVERT AND REINF 1 . FOR INFORMATION NOT SHOWN AND VALUES OF "T" & "P" AND SIZE/SPACING OF BARS "D" , "E" , "H" , "G" , "F" & "W" , SEE RCFC&WCD STD DRAWING JS226. o 2. ALL CONSTRUCTION JOINTS SHALL HAVE ROUGHENED SURFACE TO Y4" AMPLITUDE. CONSTR JT o SURFACE SHALL BE CLEAN AND FREE OF LAITANCE. NEW BEAM REINF � 3. TYPICAL RCB CULVERT HORIZONTAL REINF AT OPENINGS SHALL BE CUT IN CENTER _ (SEE SECTION P-P) °�° OF OPENING AND BENT INTO JUNCTION STRUCTURE. — (V co N _ I 4. JUNCTION STRUCTURES LOCATED AT 50+08.84 AND 50+37. 11 , SEE SHEETS 3, 10, 17 & 19. // `L' a 5. FOR VALUES OF "A" , "B" , "C" , "R" & "S" , SEE RCP JUNCTION STRUCTURE TABLES n SHOWN ON INDIVIDUAL PLAN & PROFILE SHEETS (17-21 ) . 10" w 6. CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAY . 2'-0" 29-0" BOTTOM OF EXIST z MIN LF P MIN RCB CULVERT ® INDICATES LIMITS OF CONCRETE REMOVAL Q 0 J EXPECTED EXISTING RCB CULVERT REINF SHOWN. Q FOR ADDITIONAL NEW BEAM AND JUNCTION STRUCTURE w Ak REINF, SEE SECTIONS F-F, G-G AND P-P. > 0 EWPORT ROAQ CULVERT SECTION F-F (-7 (o WE LEVATION A ` 48" RC PIPES N.T.S. z 0 N.T.S. PM 34275 0 COUNTY OF RIV SIDE ' BENCHMARK: DATE: 1970 ELEV: 1495.886 PLANNING ■ DESIGN ■ ca N sr�x u c ri o N REV I S I OHS PROJECT NO. 00 Q�,ofEssr®� DIGS-�R�' ��fESSI® � RIVERSIDE COUNTY FrAOD CONTROL AND PALOMA WASH CHANNEL WATER CONSERVATION DISTRICT 4-0-W 111-02 /� 00 ?RAIiSFOR?A'PlOI�i „"� — p � �'�! o p. F �,� 2.7 MILES SOUTH ON MURR IETA ROAD, FROM THE h�!`'�� ' ��*f! 40M COUNTY CENrEA DFW SUITE too I��om FOR APPROVAL BY: APPROVED BY: STAGE 2 DRAM NG NO. h r kly —ow 1-i00�227 CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST . ` o r ■ ■ ■.,.,, � ` TBrECULA.CALFORNA 925®1-4679 45702 O of POWERPOLE 16193, 29 FT EAST OF MURRI ETA W NM 6nM ,rrrs " C O N S U LT I N G 95t876.8042 • FAX W.676.7240 ■ www.F&P.com 4-96 7 Q ," ^+ AT LEw 11N0 DA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST ig 'b Exp. 12/31/00 ALAN D.. DATE SORE YOU DIG of THE NORTHWEST CORNER OF A 4 FT CHA I N L I NK 4t �'6/30/09 * PREPARED BY: TIHOMIR A. KIRILOV R.C.E. NO. 6„08 JUNCTION STRUCTURE SHEET*f NIo• Q FENCE, 2 FT NORTH OF A WATER METER, 2 FT J 1 C111� `` EXP. DATE: 6/30/09' IC SOUTH OF A MARKER POST, SET A BRASS DISKEol+ DETAILS lF OF CA�� RECOMMENDED: �9e�fL� /D IN A CONCRETE POST. Of C DATE: /A� DESCRIPTION Art. or►TE DATE: Z 1 0 ATE: Z-Z12oo8 23 OF 28 I? � � ` PARAPET WALL AND CHAIN 82'79.. L I NK FENCE NOT SHQW. 6-CELL RCB CULVERT PER CALTRANS STD PLANS D81 & D82 " 8" 8" 8" 8" 8" 8 2" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" 13'-0" a CONTINUES TYPICAL ROOF SLAB TRANSVERSE REINF FOR TYPICAL RCB REINFORCING, SEE CALTRANS STD PLAN D81 o a- If If fl If /1 " .� v a BARS MAY BE f AND g BARS MAY LAP SPL.WED AT BE LAP SPLICED AT RCB q MIDDLE SPANS (ALTERNATE SPLICES ABOUT RCB) CONTINUES TYPICAL T/3 T/3 T/3 INVERT SLAB 0- TRANSVERSE REINF v LONGITUDINAL CONST JT (TYP) ;J cL H 04 CONTINUE REINFORCEMENT THROUGH JOINT : .1 �---- RCB NOTES: 1 . NOT ALL REINF SHOWN ce 2. USE DETAILS FOR 14'-0" SPAN IN CALTRANS STD PLAN D81 . T/6 N SECTION SCALE TYPICAL SECTION D81 D82 T/6 �. : 1" = 2' MATCH LONG I T HORIZ. : 1" = 4' T WALL REINF (TOT 2 BARS) 3' CHAIN LIW —\\,,,c, lvv FENCE PER RCFCwCD STD DWG M801 TYPICAL LONGITUDINAL CONSTR JOINT TOP OF N.T.S. 1" CHAMFER RCB PARAPET (TYP) PER SHEET 12 _ --D—#5 AT TOP OF 0- 2" PARAPET WALL ro a CLR (TOT 4) `n x a" BARS---,,,, #5012" EA FACE 00 < HORIZ BARS � FS Ln a N #E5012" cn 1 2'-6" SLOPE PER o = 1 � INVERT PROFILE RIP RAP Q b B� I REINFORCING PER PROFILE J " " T x #I806" #16012" 0 2'-6" 3��" 2" Z " #I5 BARS MIN ( R CLR 0 0 N m (MATCH SPACING 2"X4" KEYWAY o U w/ TRANSV "c" BARS �; 00 RC �X RE I NF)I �— #d4 ST I RRUPS © "08" 1 2 _0 i : N 1 - -- �_]--#5 (TOT 6) _ __ 0 2x4 KEYWAYZ Q x m N RC BOX #�5012" CONT " NOTES Lli z m N REINF (TYP) EACH FACE J 4'-0" Q cr-�' " " z 1 . FOR JUNCTION STRUCTURE DETAILS, SEE SHEET 23 k RCFCJcWCD STD DRAWINGS JS226 & JS228. END OF RCB WALL 3" CLR 2. FOR PROFILE AND ADDITIONAL INFORMATION, SEE SHEET 68 & 11B. Q o PARAPET WALL SCFEDULE 4'-0" 10-6" (TYP) CALTRANS STANDARD H MAX R MAX A MAX B MIN T "a" "b" "c" - PLAN SHEET NO. t D i! 7�_6" 4'-6" 4'-0" 3'-6" 1 '-3" #R609" #606" #R6060' __ A� \ > z o o' o_ STA . 78+46 .66 STA . 79+22 .66 DETAIL No. > R=2 .97' R=2 .86 ' H=5.97/ H=5 .86 ' T Y ' A L CUT,TO F WALL 3. CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. o TYPICAL PARAPET WALL N.T.S. N.T.S. PM 34275 0 COUNTY OF RIVERSIDE BENCHMARK: DATE: 1970 ELEV: 1495.886 PLANNING ■ DESIGN ■ CONSTRUCTION U Q�,OfESSlo4� poRTsr�ox �, DIG APERT ��,OfEssro�'` REVISIONs RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL PROJECT "�� 00 MALT= ��or! 40M COUNTY � WATER CONSERVATION DISTRICT SUITE 100 STAGE 2 4-0-00111-02 Q 81f: 2.7 MILES SOUTH ON MURR I ETA ROAD, FROM THE ��' t� �' It/IfE` r IN �� CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST o ■ ■ ■ RECOM EPDED FOR APPROVA74iE Y. DRAW I NG-NO. No. 45702 0 OF POWERPOLE16193, 29 FT EAST OF MURRIETA �. Ln >_ �, cALFoI �,-�� 4-967 Zt Ex 12/31/08 Z ALAN D. H DATE EAN TWI DAn ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST �• seas � CONSULTING ssts�s.aoa2 • FAX sr,.s�s.�24o . YYMIMI�.0011, LA P I E D R A ROAD IK P' * 'O E YOu DIG OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK # 'a/�� * PREPARED BY: TIHOMIR A. KIRILOV R.C.E: NO. 67708 = Q s FENCE, 2 FT NORTH OF A WATER METER, 2 FT 'rl CII[� .*`! EXP. DATE: 6/30/09 CAST- IN-PLACE SHEET NO. Q l'l I 1 t` 0��1 / � SOUTH OF A MARKER POST, SET A BRASS DISK '��E• E4� F OF C A��E COMMENDED: -B8 DA IN A CONCRETE POST. OF C�� . OATS:/� DESCRIPTION art. DATE DATE: Z z "T-Zoo$ RCB CULVERTS 24 OF 28 614z Q 0. 0 NOTE: /� FG PARAPET WALL AND CHAIN /` 51 '-5„ LINK FENCE NOT SHOWN. 4" 12'-8" 4-CELL RCB CULVERT PER CALTRANS STD PLANS D81 & D82 12'-0" 8 12'-0" Vx 12'-0" 12'-0" a EXTEND BULKHEAD REINF 3'-6" 3'-6" CONC BY 6" BEYOND THE OUTER SIDE OF RCB WALL STEEL CABLE BULKHEAD AT EACH EXTERIOR CELL I <TOP OF LIFTS (TYP) " In (SEE NOTE 4) --� 6 RCB CELL LIFTS NOT SHOWN 10" (SEE NOTE 4) r. 2" o r CONTINUES TYPICAL CLR F ~ ROOF SLAB r4 TYP. CONCRETE TRANSVERSE REINF — — — — — — — — — —— — — — — BULKHEAD FOR TYPICAL RCB REINFORCING, I I F I I I SEE CALTRANS STD PLAN D81 I I I I o Z Z ., #6012 M I I 1 '-O" EA. WAY .. I I I I I I I 11 '-0" I I p CL 1 I I (TYP) 1 I (TYP) I i INSIDE FACE CO ~ I I I I I I I 1 I #4012" EA.WAY 11- 1 OUTSIDE FACE CONTINUES TYPICAL _ II I I I TYPICAL INVERT SLAB 00 °� � I I I I RCB CELL TRANSVERSE REINF- 0- p II in }' LONGITUDINAL I II I I I I �� I CONST JT (TYP) a � II I I I 41 CONCRETE II I I I BULKHEAD II NOTE: II NOT ALL REINF SHOWN. III �L L - - — - - - - — - - - - — - - - - — - - SECTION SCALE TYPICAL. SECTION D81 D82 I I L VERT. 1 2 HORIZ. 1" = 4' BOTTOM OF RCB CELL 3' CHAIN LINK L A FENCE PER RCFCWCD STD DWG M801 ELEVATION SECTION A-A 1 -0 TOP OF 1 " CHAMFER RCB PARAPET (TYP) PER SHEET 12B TYPICAL BULKHEAD DETAILS _ _-�#5 AT TOP OF N. T. S. 2" PARAPET WALL CLR (TOT 4) SLOPE PER Q a D86A CONC APRON PROFILE RIP RAP x "a" BARS #5012" EA FACE REINFORCING PER PROFILE L FS HORIZ BARS #806" #6012" 4 Q 00 r o Ln #5012" cO x00 1 2,_6„ 1 cn "b" BARS T 2 o i Q m 2'-6't B MIN 2" 2x4 KEYWAY to Of ? #5 BARS 2" CLR � CLR #5012" CONT � m (MATCH SPACING 2 X4 KEYWAY < "c" BARS �� " EACH FACE W/ TRANSV in i, RC BOX RE I NF) 7 #4 ST I RRUPS 2© "06" 6 -Opp 0 0 u 1 1 � - - ago ]—#5 (TOT 6) 3" CLR NOTES (TYP) N ma N RC BOX 6'-6" 1 '-6" 1 . FOR JUNCTION STRUCTURE DETAILS, SEE SHEET RCFC&WCD STD DRAWINGS JS226 & JS228. CD m N Y REINF (TYP) ~ �„ 2. FOR PROFILE AND ADDITIONAL INFORMATION, SEE SHEET 9 & 12. j 0 -r END OF RCB WALL z CALTRANS STANDARD TYPICAL CUT-OFF WALL PLAN SHEET No. PARAPET WALL SCHEDLLE H O L L A N D ROAD CULVERTS -- H MAX R MAX A MAX B M IN T -a- "b" "c" N. T .S . DETAIL NO. o 11 ,_6,t $,_O„ 5,�., 6.-O" 1 ,-4" #6W #8W #806.. a 3. CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. LLJ R=8 .0 ' O H=11 .0 ' 4. BULKHEAD LIFTS SHALL BE WOVEN STEEL CABLE WITH A MINIMUM OF 1" DIAMETER. WEAVE � CABLE THROUGH HORIZONTAL BARS. COAT EXPOSED PORTION OF CABLE LIFTS WITH AN TYPICAL NORTHERLY PARAPET WALL PULLLLOVED LIFTS BITUMINOUS SLOWLY TOPAINT AVOID PRIOR TO EXCESS I VEA I MPACT ING TRENCH. AT TIME LIFTING, - J STA. 104+51 .83 1 0 o N. T .S . � z Q J PM 34275 0 0 Q COUNTY OF RIVEi?SIDE BENCHMARK DATE: 1970 ELEV: 1495.886 PLANNING DESIGN ■ CONSTRUCTION REVISIONS PROJECT NO. Q�,OFESSlp r> poRrsriF D�� DIGA-ERT �aoFESsj RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL 00 .w w. o WATER CONSERVATION DISTRICT 4-0-00111-02 2.7 MILES SOUTH ON MURR I ETA ROAD FROM THE ��`' 1� A. '�j,/ e^ STAGE 2 4, •` DIAL TOIL. � 4, �► f f "• 4os10 COUNTY CENTER salve,sulTe 100 CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST �o r `} ■ ■ ■ RECOMMEItOED FOR APPROVAL BY: APPROVED BY: DRAWING NO. "Op Doe 1�-�— OF POWERPOLE #16193, 29 FT EAST OF MURR I ETA '` TalEcuLA,cAUFORnNA s2Ssras7s 4-9 6 7Ln W NO. 45702 W No. 67708 r*+ CONSULTING s5te76.8042 ■ FAX 951.676.7240 ■ www.RBF.com Exp. 12/31/08 ALAN D. H DATE AT � ROAD• AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST ac .6/�� H 0 L L A N D R 0 A D Q * OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK PREPARED BY: TIHOMIR A. KIRILOV R.C.E. NO. fi7708 F-- .!' `� EXP. DATE: 6/30/09 SHEET NO. Q ff C I 1 I� �� LIMMAM Mp SEPWU MM FENCE, 2 FT NORTH OF A WATER METER, 2 FT l C111v CAST— IN—PLACE o 'l OF C A�� os OF Coln im cmjvmm ISNAH OF A CONCREMARKER POST, SET A BRASS DISK /1/ GATE: Z • % E RECOMMEI�ED: -89'rt� DA E OF C 1►�� DATE: 1 O DATE: 2 -ZT-z�� RCB CULVERTS 25A OF 28 . DESCRIPTION APPR• DATE z e /1/� FG NOTE: PARAPET WALL AND CHAIN 54.43' L I NK FENCE NOT SHOWN. 4" 12'-8 w 4—SINGLE CELL RCB CULVERTS PER CALTRANS STD PLANS D80 k D82 w 8h'p 3" 3" 3" m" EXTEND BULKHEAD REINF 12'-0" 12'-0" 12'-0" " " 3'-6w 3'-6" 12 —0 CONC BY 6 BEYOND THE OUTER SIDE OF RCB WALL STEEL CABLE BULKHEAD AT EACH EXTERIOR CELL �IFTS (TYP) � „ TOP � "In � (SEE NOTE 4) � � � RCB CELL LIFTS NOT SHOWN 10" (SEE NOTE 4) 2,• w a_ } 8w 8w = twocn CLR CONCRETE BUL " � tor� TYP. ```''''''h I I I I I IKHEAD 177 FOR TYPICAL RCB REINFORCING, I II 1 o z ( 1 ? I I I I #6012" SEE CALTRANS STD PLAN D80 I II I w I I EA. WAY 1 1 -Ow I I INSIDE FACE I I (TYP) I I (TYP) I I o 14 v II I I I I I I #4012" EA.WAY 11- I OUTSIDE FACE II I I I TYPICAL C. II I I I SLURRY BACKFILL SLURRY BACKFILL SLURRY BACKFILL °0 � 1 RCB CELL (2000 PSI , 2 SACK) (2000 PSI , 2 SACK) (2000 PSI , 2 SACK) TYPICAL TYPICAL TYPICAL 1 II 0- cn 1 II I I I CONCRETE 1 I BULKHEAD II I I I 4 3011GLE CELL RCB CULVETS I II �L - - — - - - - — - - - - — -- - - — - - SECTION SCALE IWIM SEC D80 D82 I IL_ VERT. . 1' = 2' HORIZ. •: 1" = 4' cO L�— BOTTOM OF . y A RCB CELL 3' CHAIN LINK FENCE PER RCFCWCD STD DWG M801 ELEVATION SECTION A-A TOP OF 1" CHAFER RCB PARAPET (TYP) PER SHEET 12B TYPICAL BULKHEAD DETAILS :]--#5 AT TOP OF N.T.S . 2" PARAPET WALL SLOPE=0 0 " " CLR (TOT 4) A CONC APRON PROFILEER RIP RAC i) ,� x a BARS #5012" EA FACE REINFORCING PER PROFILE Ln m FS HORIZ BARS #806" #6012" 00 a 0 00 #5012" N m 1 2'-6" "b" BARS T c i c 2'-6" B MIN Q m 2" 2x4 KEYWAY c° ? #5 BARS ( R CLR o � #5012" CONT � m (MATCH SPACING „a" BARS 2"X4" KEYWAY EACH FACE am W/ TRANSVLn w w c� RC BOX REIMF) � #4 STIRRUPS © 06" 6 -0 0 17 2'-0" #806 J- --- 15 (TOT 6) 3" CLR MOTES (TYP) i N x < N BOX w 6'-6" 1 '-6" 1 . FOR JUNCTION STRUCTURE DETAILS, SEE SHEET RCFCkWCD STD DRAWINGS JS226 k JS228. Q m N REINF (TYP) 2. FOR PROFILE AND ADDITIONAL INFORMATION, SEE SHEET 9 k 12. j U C) U w o = EIS OF RCB WALL CALTRANS STANDARD z PARAPET WALL 9gfDULE TYPICAL CUT_OFF WALL PLAN SHEET NO. H MAX R MAX A MAX . B MIN T "a" "b" "C" HOLLAND ROAD CULVERTS w . w . n . w . w w w w N.T .S. o 11 -6 8 -0 5 -6 6 -0 1 '-4- #606 #806 #806 DETAIL NO. Q R=8.0' 3. CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. 0 H=11 .0 4. BULKHEAD LIFTS SHALL BE WOVEN STEEL CABLE WITH MINIMUM DIAMETER OF 1". WEAVE CABLE THROUGH HORIZONTAL BARS. COAT EXPOSED PORTION OF CABLE LIFTS WITH AN TYPICAL NQ RTHE RLY PA t IPET APPROVED BITUMINOUS PAINT PRIOR TO BACKF ILL ING TRENCH. HOLLAND ROAD CULVERT STA. 104+51 .83 y "1 h o Q J PM 34275 0 0 Q COUNTY OF RIVERSIDE BENCHMAW: DATE: 1970 ELEV: 1495.8N PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS PROJECT NO. v ��,pfESshs DIG ERT , ��,efESSI"d RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL !�O p TRFOR'lATIOK • r 2.7 MILES SOUTH ON MQ1RR I ETA ROAD, FROM THE !�' �� t` ��,��! e^ CATER CONSERVATION DISTRICT STAGE 2 4-0-00 —02 �v l i 40OW COUNTY�DRIVE,SUITE 100 •�`" i CATHOLIC CHURCH AT.SUN CITY, 45 FT NORTHEAST '� l� r ■ ■ ■ REtAMrENDED FOR APPROVAL BY: APPROVED BY: DRAWING NO. AV o V=, ,227- 0 � �� HOLLAND ROAD No. 45702OF POWERPOLE 16193, 29 FT EAST OF MIURR I ETA 1 ,^.; CONSULTING U LT I N G 9%676AM ■ FAX bM.676.7240 ■ wwwFBP.com ^' D. FRENICFi TE AT LENT Two oA ROOD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST Na 6770d � ` .� Exp. 12/31/t>d * . rou of THE NORTHWEST CORrER OF A 4 FT CHAIN LINK # .� � — . - . -- -_— _——.. L— 4-96 7 * * PREPARED BY: TIHO1111R A. KIRILOV R.C.E. 1d0. 67708 r`^CT T 1 f']l A nr nrni Aa: r ,r FENCE, 2 FT NORTH OF A WATER METER, 2 FT �'j �JIL� ,*�! E)F. DATE: 6/30/09 SHEET NO. Q rlF r i� E0�+1 I CMFOM SOUTH OF A MARKER POST, SET,A BRASS DISK 'lE �F c E�� }� '�,/ -�Af� PRECAST RCB of C A�X COMdENID . -M�M� DATE IN A CONCRETE POST. DATE: I p�IPTION . DAB DATE: ATE. Z-Z�- a CULVERTS OPTION 2 5e of 28 GENERAL NOTES: MASONRY: 1. ALL WORK SHALL CONFORM TO APPLICABLE PROVISIONS OF THE CALIFORNIA BUILDING 24. MORTAR SHALL BE TYPE M OR S AND SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN CODE - 2001 EDITION. THE RATIO BY VOLUMES OF 1 PART CEMENT, 1/4 PART LIME PUTTY, 3 PARTS SAND AND SHALL CONFORM TO U.B.C. STANDARDS. EXTENT OF FREE DRAINING SAND BACKFILL, MINIMUM 2. NO REVISION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. HEEL WIDTH OR H/2, WHICHEVER IS GREATER 3. SEE LANDSCAPE OR ARCHITECTURAL PLANS FOR WALL CAP, WALL FINISH AND HAND RAIL 25. GROUT SHALL BE FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUMES OF 1 PART CEMENT TO 2 1/4 PARTS MINIMUM TO 3 PARTS SAND. GROUT SHALL ATTAIN AN CONSTRUCTION. ULTIMATE COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. BLOCKS SHALL BE GROUTED RELATIVELY IMPERMEABLE FINISH SURFACE BACKFILL SOIL 4. PROVIDE DRAINAGE SYSTEM PER DETAIL THIS SHEET. IN 4' MAXIMUM LIFTS. TYPICAL CALLOUT: 26. CEMENT MASONRY UNITS (CMU) SHALL BE GRADE N MEDIUM WEIGHT UNITS CONFORMING (NOMINAL DIMENSIONS) 12» X 8" X 16" CMU BLOCK 2% MIN. SLOPETO ASTM C90, LATEST REVIS DESIGN CRITERIA: MASONRY DESIGN STRENGTH I ON(m)I TH OF 1,500MUM PSI. COMPRESSIVE STRENGTH OF 1 ,900 PSI FORA ` ` \ \ 12" MIN.;"/ WATERPROOF MEMBRANE ALONG 5. ALL WORK SHALL COMPLY WITH PROJECT SOIL REPORT PREPARED BY: 27. SEE PLANS FOR BLOCK SIZE. REFER TO LANDSCAPE PLANS FOR TEXTURE AND COLOR, ENTIRE BACK FACE OF WALL LGC INLAND, INC. TO BE APPROVED BY OWNER. / BELOW GRADE (SEE NOTE No. 3 BELOW) PROJECT NO. 1051107-10 JUNE 8, 2006 28. CONTRACTOR SHALL SUBMIT SAMPLE OF BLOCKS TO OWNER FOR APPROVAL PRIOR TO START NON-EXPANSIVE (NATIVE MATERIAL WITH AN EXPANSION INDEX OF 50 OR LESS) OF CONSTRUCTION. F- OR IMPORTED SANDY SOILS WITH A 6. SOIL DESIGN CRITERIA: w LENGTH �Q'( X:ALLOWABLE BEARING PRESSURE = 2,000 PSF (12" MIN. EMBEDMENT) 29. ALL BLOCKS SHALL BE LAID TO MAINTAIN VERTICAL CONTINUITY OF THE CELLS TO BE _ SAND EQUIVALENT (SE) OF 30 OR 20% INCREASE ALLOWED PER ADDITIONAL FOOT OF WIDTH AND DEPTH FILLED SUCH THAT THERE IS A CONTINUOUS UNOBSTRUCTED VERTICAL CELL MEASURING NOT = GREATER. NON-EXPANSIVE BACKFILL EQUIVALENT FLUID PRESSURE = 40 PCF LEVEL » SHOULD BE PLACED TO THE BACKCUT (LEVEL) LESS THAN 2» X 3 . BLOCKS SHALL BE LAID IN RUNNING BOND. � � COEFFICIENT OF FRICTION = 0.40 Q Y `i i OR THREE FEET, WHICHEVER IS LESS. PASSIVE PRESSURE = 250 PCF (LEVEL) 30. PROVIDE CONTROL JOINTS AND EXPANSION JOINTS IN WALLS (NOT FOOTINGS) PER DETAILS 3 U PASSIVE REDUCED BY 25% WHEN COMBINED WITH FRICTION IN DESIGN. THIS SHEET. FINISH GRADE ALL BAR CLEARANCES OPTION 1 : PERFORATED PIPE FOUNDATION: 31. LOOSE MORTAR FALLING INTO ANY CELL THAT CONTAINS VERTICAL REINFORCING STEEL FROM OUTSIDE FACE 2% MIN. SURROUNDED BY 1 CU. FT. PEA SHALL BE REMOVED PRIOR TO GROUTING CELLS. OF BLOCK SLOPE / GRAVEL ENCASED BY FILTER FABRIC 7. FOUNDATION EXCAVATIONS SHALL BE VISUALLY OBSERVED BY THE SOIL ENGINEER 32. PROVIDE CORNER WALL REINFORCEMENT PER DETAIL THIS SHEET. ��` ` i /`�i i $"`S g° 12" MIN OPTION 2: PERFORATED PIPE FOR PLACEMENT COMPLIANOFCERE NI OTH RCING STEEL ORN O CR E.TS OF THE SA 10ERT FIICATION REPORT RIOR OR TO TYPICAL BLOCK UNIT DETAIL ° SURROUNDED BY 1 CU. Fr. OF COMPACTION OF BACKFILL FROM THE GEOTECHNICAL ENGINEER SHALL BE PROVIDED TO FILTER MATERIAL WITH THE THE BUILDING INSPECTOR PRIOR TO FINAL SIGN OFF AND ACCEPTANCE OF RETAINING �° LAP SCHEDULE SCALE FOLLOWING GRADATION WALL. FF f c = 2,500 psi , SEIVE SIZE % PASSING STIRRUPS � � � 1 PO100 8. ALL FOOTINGS SHALL BE EMBEDDED 24» AND TIES 000 psi MINIMUM INTO COMPETENT UNDISTURBED F = 60,BAR TOP OTHER BARS IN 3/499 90-100 NATURAL SOIL OR CERTIFIED COMPACTED FILL, UNLESS NOTED OTHERWISE IN SOILS REPORT. a SIZE BARS BARS MASONRY 4" DIAMETER PERFORATED PIPE 3/8" 40-100 (SCH. 40 PVC OR ABS) LAID 6"t #4 25_40 9. SOILS BENEATH FOOTINGS SHALL BE PREMOISTENED AND COMPACTED TO MINIMUM #3 2 -7.. 2 -0„ 20'-0" CENTERS 20'-0" CENTERS ABOVE FOOTING WITH HOLES SET #8 18 33 REQUIREMENTS PRIOR TO PLACING CONCRETE. 5 #4 3'-8" 2'-9" (MAX.) (MAX.) FACING DOWNWARD. #50 0-7 • 10. O TBHACKFILL SHALL NOT E SPECIFIED 28 DAY COMPRESSIVE PLACED BEHIND STRENGTH.WALL UNTIL THE GROUT HAS ATTAINED � #5 4'-6" 3'-6" - (OINT NOTES: #200 0-2 FULL HEIGHT OF WALL ONLY, 5'-4" 4'-1" - l" DEEP RAKED NOT IN FOOTING) � 1. FILTER FABRIC SHALL BE MIRAFI 140N, SUPAC 4NP, OR APPROVED 11. FOR STEPPED FOOTING AND INTERSECTIONS, SEE TYPICAL DETAILS THIS SHEET. 90' HOOK v _ VERT. HEAD JOINT STOP EVERY OTHER HORIZ. EQUIVALENT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS N #7 7 -7 5 -10 REINF. BAR 0 JOINT " » 4'_ 2. DAYLIGHT DRAIN PIPE PER DETAIL 6 HEREON SO THAT PIPE SHALL DRAIN REINFORCING STEEL: D #9 g_10" 6,-6" -4 FREELY AT ALL TIMES. SYSTEM SHALL NOT DRAIN OVER ADJACENT PROPERTY. 12. DIMENSIONS LOCATING REINFORCING BARS ARE CLEAR AND DENOTE CONCRETE COVERAGE 7 #10 11'-0" 8'-6" - TO MAIN STEEL. UNLESS NOTED OTHERWISE, COVERAGE SHALL BE AS FOLLOWS: #11 12'-2" 9'-4" - 3. WATERPROOFING SHALL BE SELECT SHIELD 300-A AS MANUFACTURED BY SELECT PRODUCT COMPANY UPLAND CA OR AN ENGINEERING CONCRETE PLACED AGAINST EARTH (NOT FORMED) 3" 180' HOOK - APPROVED EQUAL. APPLY PER MANUFACTURER'S SPECIFICATIONS. FORMED CONCRETE AGAINST EARTH 2� BEND SCHEDULE _ MASONRY WALOLF BACKUP ROD MATERIAL PROTECTIVE BOARD SHALL BE USED PRIOR TO BACKFILLING. WALLS, ABOVE GRADE, EXPOSED TO WEATHER 2" 4d BAR SIZES D 1/2" (MIN.) DEPTH CAULKING 13. REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, LATEST #3 THRU #8 6,d (FRONT ONLY) REVISION AND SHALL BE GRADE 60. (2 8 MIN.) #9 THRU #11 s 4 TYPICAL WALL DRAINAGE DETAIL 14. REINFORCING IS TO BE SECURELY TIED IN PLACE PRIOR TO CASTING CONCRETE OR PLACING LAP PER SCHED. ABV. * #14 THRU #18 10d 3 TYPICAL MASONRY WALL CONTROL JOINT No SCALE � a GROUT. UNLESS DETAILED NO SCALE , • OTHERWISE d = DIAMETER OF REINF. BAR a 15. SUPPORT REINFORCING OFF FORMS WITH STEEL CHAIRS. SUPPORT REINFORCING OFF * = MAY NOT BE USED IN GRADE WITH DENSE CONCRETE BLOCKS. NO BRICK OR POROUS CONCRETE WILL BE MASONRY WALLS PERMITTED TO SUPPORT REINFORCING. o 16. VERTICAL REINFORCEMENT TO BE HELD IN PLACE AT TOP, BOTTOM AND INTERVALS NOT 1" OR 1-1/2d OR 1 EXCEEDING 200 BAR DIAMETERS. 1-1/3 MAX AGGREGATE 6 MAX. SLOPE & OFFSET _I J 17. FOR STANDARD HOOKS, LAPS AND BENDS, SEE TYPICAL DETAIL THIS SHEET. 3 F- ' o CONCRETE: �� Q Jam_- NO SCALE 14 N o cr3 w I 12 r- �_� ��-__3., C N I\1\Z + N O Z L -ZfP47i l 18. CONCRETE SHALL HAVE A 28-DAY ULTIMATE COMPRESSIVE STRENGTH AS SHOWN FOR THE » + o0�- �� >_i o r -0 3 r- r-o or- CO o~ o �- _ ` cD CORRESPONDING LOCATION LISTED IN THE SCHEDULE BELOW. DESIGN STRENGTH EQUAL TO 80 -0 CENTERS 80 -0 CENTERS 35.21 0 n n(D ' Q W n 6 +o 000 `�° co = o OR LESS THAN 2500 PSI, THEREFORE SPECIAL INSPECTION NOT REQUIRED. (MAX.) (MAX.) �- m � -p T S n�ff) + o� s -WLIJ_ II II p 't�� n �ncl Q L JOINT o=-J =o �r:�z00 LOCATION STRENGTH DENSITY MAX WATER/CEMENT CEMENT (FULL HEIGHT OF WALL ONLY, =w�� w 1 (PSI) (PCF) RATIO TYPE 8" BLOCKS ADJACENT NOT IN FOOTING) I-, -- -- _-- - -----------------------_-_--- TO JOINT (TYP.) - 00°46 '26 E 569 . 48 WALL JOINT 3�p8AwTHICK PREMOLDED =4. 5wCD ALL CONCRETE 2500 150 0.5 TYPE II ENSION JOINT FILLER STOP ALL HORIZ. = o i & SEALANT APPLY PER REINF. JOINTS Yl 4q cn 19. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. MFR. SPECS. J 4, �► �436� Z 4 . 4% Li 4,AGGREGATE SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE. < ( ►_, I z . 21. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. m Q 22. ADMIXTURES SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. a ° ° ° ° FRONT FACE OF 1'-0» #6 SMOOTH DOWELS x V-6" O ALL 0� o MASONRY WALL (BONDED HORIZ. REINF. ONE END WRAPPED 650 Q 23. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ACI CODE (ACI 318) END) w/ TAPE & COATED w/ HEAVY DUTY N00 0 4 ' AND DETAILING MANUAL (ACI 315) UNLESS OTHERWISE DETAILED OR NOTED ON DRAWINGS. %�� .°��`� �� 1/2" (MIN.) DEPTH CAULKING GREASE TO BREAK BOND. I w WALL ELEVATION (MIN. OF 3 DOWELS THUS) 0 0JOINT EXPANSION LOCATIONS *SEE PLAN FOR EXPANSION JOINT LOCATIONS CONTROL RAINING WALL DRAIN PIPE DETAIL y�� l� 1: 50 SCALE J 0 TYPICAL MASONRY WALL EXPANSION JOINT ` " APPROVAL: NO SCALE RECOMMENDED BY: DATE: ' z - 5 Q ACCEPTED BY: ?�I/ DATE: a i-23-az P,I 34275 COUNTY OF RIVERSIDE C.S.A. 145 Q COUNTY OF RIVERSIDE DIG ART BENCHMARK' DATE: 1970 ELEV: 1495.886 � �� PLANNINO ■ DE910N ■ GON■TRLJCTIDN REVISIONS PALOVA WASH CHANNEL PROJECT N0' `�efEss1 RSIDE COUNTY FLOOD CONTROL co Tt�►trsFo>EtT�Tax ilxe eOl �, R CONSERVATION DIS 4-0-W 111-02I .rou. 2.7 MILES SOUTH ON MURRIETA ROAD, FROM TIE � �t� '�j*f of �Can,��SUM STAGE 2 ti v 3 CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST y `t` �o r ■ ■ ■ RECOM ENDO FOR Y: BY: DRAWING NO. !� Q .� i s TE ECULA,CALFOFMrA 9259E-4679 , Flo.0457U 1-400-227- OF POWERPOLE #16193 29 FT EAST OF MURK I ETA r" _ o ' W No. 67708 - r" CONSULTING 95t676:8042 • FAX 961.676.7240 ■ wwwRBF.com 2 AT LEW 7010 DA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHIIEST s 4 Exp.L.�----� ALAN D. DATE 967 BOOM Y'Ou DOGOF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK Exp.6/30/09 * PREPARED BY. TIHOMIR A. KIRILOV R.C.E. NO. 67708 Q RETAINING WALL SHEET NO. l,4 CIV1�- ��` FENCE, 2 FT NORTH OF A HATER METER, 2 FT �f Cjlll` ,*� EXP. GATE: 6/30/09 0 GFCAa� y� ,► SOUTH OF A MARKER POST, SET A BRASS DISK �jE of ct►��Eo� GENERAL NOTES I N A CONCRETE POST. L�✓ DATE: y� � DAT ° _ DATE: 26 OF Z 8 RE . '"8A1'tE A IMF DESCRIPTION APPR. DATE - 4qmooq STEEL POST SOLID GROUT TYP. x f: 3"0 NON-SHRINK ; Ya GROUT POR-ROK OR EQUAL o -~' 2-#3 I NON-SHRINK GROUT, POR-ROK TW ELEV OR EQUAL PER PROFILE • i SQ.(OR ROUND) STEEL POST =r TW ELEV HAUN ROAD PALOMA CHANNEL PER ILE 6 1 w 3 1 \sy 2-#4 :BEAMNT IN �o BOND m a CHAINLINK FENCE PER BLOCKS •" `�' RCFCDkWCD STD PLAN M801 A A 8" CMU W/SOLID x L'IVCHAINLINK FENCE PER GROUT RCFCDkWCD STD PLAN M801 TAINING WALL LOL SECTION "A-A" 3„ NO SCALE DIA FINISH GRADE I 8x8x16 BLOCKS, SOLID I- RETAINING WALL LOL GROUT ALL CELLS STEEL POST EMBEDDED x � � CLR 4®24" IN BOND BEAMS IN MASONRY WALL FINISH GRADE _ PROVIDE DRAINAGE PER % #4024" IN BOND BEAMS PROVIDE DRAINAGE E'ER DETAIL ON "RETAINING (2)"#4024" HORIZ NO SCALE WALL GENERAL NOTES 012 BLOCK DETAIL ON "RETAINING 8x8x16 BLOCKS, SOLID SHEET 26 WALL GENERAL NOTES" GROUT ALL CELLS x "a" BARS 12x8x16 BLOCKS, SOLID GROUT ALL CELLS x SEE SHEET 26 2"x4" CONT KEY-WAY — - -b B - #5 A 16" FENCE (JOINT SHALL BE CLEAN 2"x4" CONT KEY-WAY FENCE POST 'a' B 2 OF LAITANCE) ` 2 LAITANCE) BE CLEAN POST ir " 1 FINISH GRADE o CLR 1 FINISH GRADE \� CLR \\"'ll/\\ . ' MAINTENANCE ROAD °° \� "N MAINTENANCE ROAD � c) TOE `� �� OE TF ELEV - - - - - - - - - - - - - - TF ELEV t - - - - - - - - - - - - - - - „ CHAINLINK PER PROFILE z PER PROFILE z x X MAX ENCE TOP OF p � p � n �xX x " WALL Xx x X�x 3 #4 CONT 012" /11 #5016" _ #5016" _ � TOP k BOT M4 CONT ®12" X x MAX TOP k BOT W MAX TOP k BOT TOP k BOT Yr ih Ln � 4 CHAINLINK o WALL SCHEDULE WALL SCHEDULEEMCE Ln H MAX R MAX P MAX W TOE T "a" D MfN H MAX R MAX P MAX B MIN W TOE T "a" "b" D MIN 10'-0" 4'-0" 6'-0" 2'-9" 6" 1'-0" 5@16" 1 1'-O" 12'-0" 6'-0" 6'-0" 2'-8" 1 4'-0" 1 6" 1 1'-0" 4@16" 5@16" 1'-0" to cn w F- z o w w �' n, it w TYPICAL RETAINING WALL SECTION. I TYPICAL RETAINING WALL SECTION II W NO SCALE NO SCALE Lj (MAINTAINED BY CSA 145) (MAINTAINED BY CSA 145) 0 N O u p d 00 j -- N w 0 Q_ w Q (n zLLJ J r z W J z m a Q M F- _ u p Q --jlv- 0 J Q !1 w O 2 RETAINING WALL STEP DETAIL NO SCALE OTC o 0 z Q J PM 34275 0 0 Q pfESSlp COUNTY OF RIVERSIDE DIG�it gR•i• BENCHMARK: DATE: 1970 ELEV: 1495.886 ��,wfESS1®y PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS VERSIDE COUNTY FLOOD CONTROL PALOMA WASH CHANNEL PR0`ECT NO. Q� f % T1 seo>t;TeTEox Dace r o '�� TER CONSERVATION DIS 4-0-00111-02 O p. F BY: 2.7 MILES SOUTH ON MURK I ETA ROAD, FROM THE ��`' �,1� �' �'fi, 406a COUNTY CENTER DRVE SUITE 100 STAGE 2 a ' CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST W �% ■ ■ ■ RECOM EPOED FOR Y: BY: DRAWING NO. y 1040. � : TEMECULA,CALFOFM 92%1-4679 AIR A��s 1�00'227- OF POWERPOLE #16193 29 FT EAST OF MURR I ETA �+ 4_9 6 7 % NO. 45702 1-+ ,� Nm 67706 n, CONSULTING 95076.8042 • FAX 9M.676.7240 • www.RBF.cm � Exp. 12/31/08 m ALAN D. �HQ DATE A9TEFORE rou ROAD• AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST EV,g/�/� Q * OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK 4t PREPARED BY: TIHOMIR A. KIRILOV R.C.E. NO. 67708 RETAINING WALL SHEET NO. Q J' �� EXP. DATE: 6/30/09 s � FENCE, 2 FT NORTH OF A WATER METER, 2 FT t Clll� �. fif/ C I E��A` ` 'aw SOUTH OF A MARKER MST, SET A BRASS DISK �lE OF C(1<<EO� , /0-11- - SECTIONS AND DETAIL SOF Ck.. RECO D: ..Bed A IN A CONCRETE POST. DATE: / Z O DESCRIPTION , a,,� DAT DATE: 27 OF 28 •• EXTERNAL RUBBER BASED, FLEXIBLE JOINT SEALANT SEALING BAND - (ASTM C990 ORO GPO PRECAST BOX CULVERT SPECIFICATIONS M-198) TOUNGE END GROOVE END QQ-�G,�� 1. GENERAL 5 1.1 SCOPE: THIS SPECIFICATION COVERS THE MATERIALS FOR AND MANUFACTURE OF EXTERIOR 128.00' - 4 PRECAST CONCRETE SINGLE BOX CULVERTS THAT ARE PRODUCED IN ACCORDANCE 32.00' 24.00' 16.00' 24.00' 32.00' WITH THE PLANS AND SPECIFICATIONS. 1.2 STANDARDS: WHERE APPLICABLE, THE LATEST EDITIONS OF THE FOLLOWING Q a INTERIOR Q� _ STANDARDS SHALL BE CONSIDERED A PART OF THESE SPECIFICATIONS. IN CASE OF uwi 0.5" MIN �� / LATERAL SD TIE-IN CONFLICT, THESE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE LISTED STANDARD. 0 2' MAX TYP GQ��G'� //// PER SHEET 2i 1.2.1 STANDARD SPECIFICATIONS, STATE OF CALIFORNIA DEPARTMENT OF 0 3.75" MIN 0.5" CLEAR 5 TRANSPORTATION, MAY 2006 ---------- - --------- 1.2.2 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PER CALTRANS 0.75 x T MAX I TYP 3 STANDARD PLAN "D-0"/ REINFORCED SINGLE BOX CULVERT WIDTH VARIES TYP ENDS 2. MATERIALS SEE TABLt: RUBBER ELEMENT 2.1 CONCRETE: STRENGTH AT 28-DAYS fc=5,000 PSI -CONCRETE SHALL MASTIC ELEMENT TYP @ 2 --------- ----- --------- MEET THE FOLLOWING STANDARDS: -------- ------ J ADJACENT _ - --- - 2.1.1 PORTLAND CEMENT. ASTM C150, TYPE II PROTECTIVE FILM SIDEWALLS w ELEMENT U 2.1.2 AGGREGATES: ASTM C33 OR C330 - INVERT IS REQUIRED TO HAVE 1.5" ROCK TYP ' 0 2.1.3 WATER: POTABLE OR FREE DELETERIOUS SUBSTANCES IN AMOUNTS HARMFUL TO LOCATION OF END-TO-END _ `' CONCRETE OR EMBEDDED METALS JOINT EXTERIOR CONNECTIONS �p --------- --------- 2.1.4 ADMIXTURES: MUST BE APPROVED BY THE DISTRICT SURFACE --------- --------- `"� 2.2 REINFORCING STEEL: REINFORCING STEEL SHALL BE INTERMEDIATE OR HARD GRADE TABLE NOTE: EXTERNAL NOTES: BILLET STEEL CONFORMING TO ASTM A615 OR ASTM A706, GRADE 60. SPAN (ft) EXTERNAL SEALING SEALING BAND MUST 1. BOX CULVERTS ARE TO BE CONSTRUCTED OF PRE-CAST CONCRETE PER PRECAST BOX 3. MANUFACTURE BAND WIDTH Inch MEET ASTM C-877, AND CULVERT SPECIFICATIONS' ON THIS SHEET 3.1 FORMS - FORMS FOR MANUFACTURING PRECAST CONCRETE PRODUCTS SHALL BE OF ------ --------- 4.� g EXTEND 24" FROM THE 2. BOX CULVERTS ARE TO BE CONSTRUCTED IN 8'-0" LENGTHS, UNO AND WITH A HEIGHT AND --- ------ --------- THE TYPE AND DESIGN CONSISTENT WITH INDUSTRY STANDARDS. THEY HALL BE ----------------- -------- 7-8 11 TOP OF THE PRCB DOWN WIDTH PER SHEETS 22B AND 25B CAPABLE OF CONSISTENTLY PROVIDING UNIFORM PRODUCTS AND DIMENSIONS- FORMS 17-12 13 THE WALLS. 3. BOX CULVERT SECTIONS ARE TO BE CONSTRUCTED WITH HOLES FOR LIFTING DEVICES ------------------------------- --------- SHALL BE CONSTRUCTED SO THAT NO PRODUCT DAMAGE SHALL BE CAUSED BY THE AND ADDITIONAL STEEL PER THIS SHEET Co ------------------------------- --------- FORCES AND VIBRATIONS TO WHICH THE FORMS WILL BE SUBJECTED. FORMS SHALL BE 4. NEW LATERAL STORM DRAINS ARE TO BE TIED INTO NEW CAST-IN-PLACE BOX CULVERT W W CLEANED OF CONCRETE BUILDUP AFTER EACH USE. COATING OF FORM RELEASE AGENTS SECTIONS PER SHEET 23 U U SHALL NOT BE ALLOWED TO BUILD UP. 5. SECTIONS ARE TO BE CONSTRUCTED IN 8'-0" LENGTHS, OR AS SHOWN ON LAYOUT (SEE o =-=---------------------------- --------- c 3.2 REINFORCEMENT SHALL BE FABRICATED BY TYING THE BARS INTO RIGID FRAME ASSEMBLIES. RIG", AND JOINED END-TO-END WITH A TOUNGE AND GROOVE CONNECTION AS SHOWN IN NO WELDING IS PERMITTED. A FULL CURTAIN OF REINFORCING STEEL IS REQUIRED AT END DETAIL 1 ON THIS SHEET I _ OF THE PRECAST SECTIONS. 6. EACH ROW OF BOX CULVERT SECTIONS IS TO BE PLACED WTIH A 3" SEPARATION 3.4 PLACING CONCRETE - CONCRETE SHALL BE DEPOSITED INTO FORMS AS NEAR TO ITS EXTERNAL SEALING BAND SCHEMATIC BETWEEN ADJACENT SIDE WALLS AND THE 3" SPACE IS TO BE FILLED WITH 2,000 PSI SLURRY LOCATION AS PRACTICAL. THE FREE FALL OF THE CONCRETE SHALL BE KEPT TO A NOTE: T& G JOINT DETAIL IS TO OCCUR ALONG TOP, AS SHOWN IN DETAIL 2 ON THIS SHEET ------------------------ ---- ------- MINIMUM. CONCRETE SHALL BE CONSOLIDATED IN SUCH A MANNER THAT SEGREGATION \ \ \ BOTTOM, � BOTH SIDES (a�ALL END-TO-END 7. PRECAST SECTIONS ARE TO BE TIED INTO CAST-IN-PLACE SECTIONS -AS OCCURRING AT LATERAL SD TIE-IN \ \ \\ LATERAL SD TIE-IN OF THE CONCRETE IS MINIMIZED AND HONEY-COMBED AREAS ARE ELIMINATED. CONNECTIONS OF PRECAST BOX CULVERT SECTIONS HEADWALLS, CUTOFF WALLS, WINGWALLS, ETC - PER DETAIL 3 ON THIS SHEET PER SHEET 23 \ \\ PER SHEET 23 VIBRATORS USED TO CONSOLIDATE CONCRETE SHALL HAVE FREQUENCIES AND PRE-CAST BOX CULVERT CONFIGURATION AMPLITUDES SUFFICIENT TO PRODUCE WELL CONSOLIDATED CONCRETE. T & G JOINT DETAIL 96.W 32.W 3.5 CURING N.T.S. 3.5.1 CURING BY MOISTURE RETENTION -MOISTURE SHALL BE PREVENTED FROM PROVIDE 3" SPACE 1-5 BAR EACH ADDITIONAL BARS ARE TO INDICATES PRECAST (PC) INDICATES CAST-IN-PLACE EVAPORATING FROM EXPOSED SURFACES UNTIL ADEQUATE STRENGTH FOR BETWEEN ADJACENT BOX 4" 4" SIDE OF HOLE BE PROVIDED AROUND EACH BOX CULVERT SECTIONS (CIP) BOX CULVERT SECTIONS STRIPPING IS REACHED BY ONE OF THE FOLLOWING METHODS: CULVERT SECTIONS&FILL HOLE AS SHOWN. BARS ARE: 1. COVER WITH POLYETHYLENE SHEETS A MINIMUM OF 6 MILS THICK JOINT w/2,000 PSI SLURRY 246 BARS EACH TO BE CONTINUOUS FULL NEWPORT LAYOUT 2. COVER WITH BURLAP OR OTHER ABSORPTIVE MATERIAL AND KEEP CONTINUALLY MOIST. SIDE OF HOLE WIDTH & LENGTH OF BOX N.T.S. NORTH 3. CURING COMPOUNDS APPLIED AT A RATE NOT TO EXCEED 200 SQ. FT. PER GALLON CULVERT&TRANSVERSE 84Ogg � 4. STORAGE AND SHIPMENT - - BARS ARE TO TERMINATE 4.1 HANDLING - PRODUCTS SHALL BE STORED, HANDLED, AND SHIPPED 1N A MANNER TO d INTO WALL w!A HOOK PER 29.00' 7.09, 24.00' 24.00' MINIMIZE DAMAGE. LIFTING HOLES OR INSERTS SHALL BE CONSISTENT WITH THE a _ ° THE STANDARD CALTRANS INDUSTRY STANDARDS. LIFTING SHALL BE ACCOMPLISHED WITH METHODS OR DEVICES ° ( SCHEDULE & DETAILS 39.96' LATERAL SD TIE-IN INTENDED FOR THE PURPOSE OF HANDLING AND SETTING _ -�� GB PER SHEET 23 4.2 MINIMUM STRENGTHS -PRODUCTS SHALL NOT BE SHIPPED UNTIL THEY ARE AT LEAST 3 _ iI ',�j� DAYS OLD, UNLESS IT CAN BE SHOWN THAT THE CONCRETE STRENGTH HAS REACHED ---- AT LEAST 75% (3,750 PSI) OF THE SPECIFIED 28 DAY STRENGTH OF 5,000 PSI. o SIDE WALLS OF e # 3 O HOLE CAST INTO ROOF CONTRACTOR MAY BACKFILL IMMEDIATELY UPON DELIVERY AND PLACEMENT OF PRECAST BOX ° HOLE TO BE FILLED WITH MORTAR CULVERT. TRAFFIC MAY BE PLACED UPON COMPLETION OF BACKFILLING, COMPACTION, BOX ULVERT WALL AFTER INSTALLATION 1 ADDITIONAL BAR NEAR - - AND SURFACING �� CULVET SECTIONS --------- - ---- -6" PARTIAL PLAN OF BOX CULVERT ROOF AND FAR SIDE OF HOLE --------- -- 314"=1'-0" 2 ADDITIONAL BARS TOLERANCE SPECIFICATIONS: EACH SIDE Of HOLE - 01 p p p O o - INTERNAL DIMENSIONS - U Ir OC SEE 'PARTIAL � _________ THE INTERNAL DIMENSION SHALL NOT VARY MORE THAN 1% FROM THE DIMENSIONS SHOWN ON THE 4 w w PLAN' & 'DETAIL' • • • PLANS. z w w Z FOR EACH a. a a a a a X o PICKING POINT - PROVIDE HOLES IN ROOF a I m F.. SLAB AND WALL THICKNESS - SIDE WALL JOINT DETAIL 4 PER SECTION OF EACH BOX CULVEw owRT --------- -- THE SLAB AND WALL THICKNESS SHALL NOT BE MORE THAN 5% OR 3/16 INCH, WHICHEVER IS GREATER. A 2 SECTION AS SHOWN - -------- ----- 1" U a. 4 THICKNESS GREATER THAN THAT SHOWN ON THE PLANS SHALL NOT BE A CAUSE FOR REJECTION. GID F LIFTING DEVICE IS TO BE OF N O U 0 75 BAR 0ROUGHEN & REVIEWED BY ENGINEER LENGTH OF OPPOSITE SURFACES - CLEAN SURFACE F OF RECORD AND HOLE TWO OPPOSITE SURFACES OF THE PRCB SECTION SHALL NOT VARY IN LENGTH MORE THAN 1/8 INCH LAP' TW l `C \\ F APPROVED BY RCFCWCD 3" \ \ \ \ /FOOT OF INTERNAL SPAN WITH A MAXIMUM OF 3/4 INCH FOR INTERNAL SPANS GREATER THAN 7 FEET. ` EXTERIOR �► \ \\ LATERAL SD TIE-IN LATERAL SD TIE-I ° PRIOR TO COMMENCING_ PER SHEET 23 \\ \ PER SHEET 23 - a H \Y �`'� WITH WORK DETAIL @ BOX CULVERT ROOF LENGTH OF SECTION - • • • • • \\ 1-1f2"=1'-0" THE UNDER RUN IN LENGTH OF A PRCB SECTION SHALL NOT BE MORE THAN 1/8 INCH/FOOT OF LENGTH z \\- INTERIOR PROVIDE ADDITIONAL INDICATES PRECAST (PC) INDICATES CAST-IN-PLACE BOX CULVERT SECTIONS (CIP) BOX CULVERT SECTIONS WITH A MAXIMUM OF 1/2 INCH IN ANY SECTION. a � CAST-IN-PLACE BARS a� HOLES IN `} SECTION PRECAST ROOF AS SHOWN . . . . • • • • REPAIRS - HOLLAND LAYOUT PRCB SECTIONS SHALL BE REPAIRED, IF NECESSARY, BECAUSE OF IMPERFECTIONS IN THE o SECTION W L NORTH BOX CULVERT SECTIONS ADDITIONAL#5 BARS >, MAX 24"oc TRANSVERSE N.T.S. MANUFACTURE OR HANDLING DAMAGE AND WILL BE ACCEPTABLE IF, IN THE OPINION OF THE APPROVING a NOTE: END JOINT DETAIL IS TO OCCUR ALONG TOP, BOTTOM, & N.T.S. IN ROOF SLAB cLD 2" CLEAR FROM TOP AGENCY, THE REPAIRED PRCB SECTION CONFORMS TO THE REQUIREMENTS OF THESE SPECIFICATIONS. BOTH SIDES @ ALL CONNECTIONS OF PRE-CAST BOX CULVERT BACKFILL REQUIREMENTS: a fr SECTIONS TO CAST-IN-PLACE BOX CULVERT SECTIONS SECTION W H L WEIGHT FORCE {F) ADDITIONAL#5 BARS a@ MAX 24"oc TRANSVERSE CAST-IN-PLACE CONCRETE BOX SPECIFICATIONS: IN FLOOR SLAB a@ 3" CLEAR FROM BOTTOM THERE NEEDS TO BE A 6" MINIMUM GRANULAR FOUNDATION FILL MATERIAL(LEVELING COURSE) END JOINT DETAIL 1 14' 5' 940,000 LB 10,000 LB PROVIDED UNDER THE PRCB-SECTIONS. (REQUIRED FORMULTIPLE CELL INSTALLATIONS) 1. ALL CAST-IN-PLACE CULVERTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CALTRANS 1"= 1'-0" 3 12 12' 8' 8' 38,000 LB 9,500 LB STANDARD D81. A STRUCTURAL BACKFILL IS REQUIRED 2 FEET OUTSIDE OF THE PRCB AND 1 FOOT �C BOX CULVERT SECTIONS ARE TO BE PRE-CAST BOX CULVERT LIFTING ABOVE THE PRCB AT 95°i6 RELATIVE COMPACTION. 2 '� l� < PER CALTRANS'D80' STANDARDS N.T.S. PM 34275 Q coumn or � SAW DATE im n ,*Z.m Bedon Construction, Inc, �"�S "'''� g COUNTY Foos OONTRDL ,W PALOMA WASH CHANNEL jig ,mo■ �r �� / wed Co�evATIDN 4--0-W111-02 ♦ O. 27989- HEI..LAND ROAD STAGE 2 �,�. 2.7 MILES SOUTH ON M�tiETA ROIAD, FAtM TIE ,4. ,�1�► _ CATHM IC CKNM AT SUN CITY, 45 Fr � WNIFEE, CA 92584 FOR APPROVAL 8�1F BY.- I]RJ4l �. All . �57CXt a OF Pn� VME 016193, D Fr EAST.OF SMIETA t951) 246- 4-967 i Exp. t2/31 * M.m 0. DATE m tol�lrIw WD. AND 2 Fr ABOVE THE BMW. 2 ff a+0�vm OF THE NORTtEST CORER OF A 4 FT CHAIN LILAC ' PMFAI Qlf: P. PABr�!! R.G E NQ 427�W � �cE, 2 Fr NORTH OF A WATER METER, 2 FT E P DAl �, PRECAST RCBT CULVERT saw ND. o l,,j �11tt }�� / �IBlrvlr■► SOUTH OF A wI NST, SU A ASS DISK � DETAILS a IN A 0ON©RM POST. 4� oA npncu r.FqL, 28 eF 28 a� q4q 0 GQS CAST-IN-PLACE BOX CULVERT SPECIFICATIONS PRECAST BOX CULVERT SPECIFICATIONS O 1. ALL CAST-IN-PLACE CULVERTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CALTRANS 1. GENERAL 5 STANDARD D80 & D81. WHERE CAST-IN-PLACE END SECTIONS ALIGN WITH PRCB SECTIONS, END 1.1 SCOPE: THIS SPECIFICATION COVERS THE MATERIALS FOR AND MANUFACTURE OF / WALLS SHALL BE 9.5" THICK SPECIFICALLY PER D80, CONTINUOUS TOP AND BOTTOM SLABS PRECAST CONCRETE SINGLE BOX CULVERTS THAT ARE PRODUCED IN ACCORDANCE SHALL BE PER D81 AND INTERIOR WALLS SHALL BE 22" THICK TO MATCH PRECAST WITH THE PLANS AND SPECIFICATIONS. G \ SECTIONS - WALL REINFORCING IS TO BE TWO CURTAINS PER D81. 1.2 STANDARDS: WHERE APPLICABLE, THE LATEST EDITIONS OF THE FOLLOWING STANDARDS SHALL BE CONSIDERED A PART OF THESE SPECIFICATIONS. IN CASE OF �•�� 2. CONCRETE IS TO BE AS NOTED IN "PRECAST BOX CULVERT SPACIFICATIONS" WITH STRENGTH AT CONFLICT, THESE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE LISTED STANDARD. 28 DAYS fc=5,000 PSI. 1 .2.1 STANDARD SPECIFICATIONS, STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, MAY 2006 3. WHERE PRCB SECTIONS ARE PLACED NEXT TO CAST-IN-PLACE SECTIONS, THERE SHALL BE A 3" 1.2.2 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PER CALTRANS TYP @ 4 2 SEPARATION BETWEEN ADJACENT SIDEWALLS. THE 3" SEPARATION IS TO BE FILLED WITH A STANDARD PLAN "D-80" / REINFORCED SINGLE BOX CULVERT ENDS 28g 28B 2,000 PSI SLURRY AS SHOWN IN DETAIL 2 ON SHEET 28B. 2. MATERIALS TYP2.1 CONCRETE: STRENGTH AT 28-DAYS fc=5,000 PSI - RAW MATERIAL FOR CONCRETE SHALL ADJACENT DJ 3 MEET THE FOLLOWING STANDARDS: TOLERANCE SPECIFICATIONS 2.1.1 PORTLAND CEMENT: ASTM C150, TYPE II 28B SIDEWALLS 2.1.2 AGGREGATES: ASTM C33 OR C330 - INVERT IS REQUIRED TO HAVE 1.5" ROCK TYP @ ly \h 1. INTERNAL DIMENSIONS - THE INTERNAL DIMENSIONS SHALL NOT VARY BY MORE THAN 1% FROM 2.1.3 WATER: POTABLE OR FREE DELETERIOUS SUBSTANCES IN AMOUNTS HARMFUL TO END-TO-END 28B ,0 THE DIMENSIONS SHOWN ON THE PLANS. CONCRETE OR EMBEDDED METALS CONNECTIONS = ' 2.1.4 ADMIXTURES: MUST BE APPROVED BY THE DISTRICT 2. SLAB AND WALL THICKNESS - THE SLAB AND WALL THICKNESS SHALL NOT BE LESS THAN 5% OR 2.2 REINFORCING STEEL: REINFORCING STEEL SHALL BE INTERMEDIATE OR HARD GRADE NOTES: 3/16", WHICHEVER IS GREATER, FROM THE DIMENSIONS SHOWN ON THE PLANS. A THICKNESS BILLET STEEL CONFORMING TO ASTM A615 OR ASTM A706, GRADE 60. 1. BOX CULVERTS ARE TO BE CONSTRUCTED OF PRE-CAST CONCRETE PER 'PRECAST BOX GREATER THAN THAT SHOWN ON THE PLANS SHALL NOT BE A CAUSE FOR REJECTION. 2.3 INSERTS AND EMBEDDED METAL: ALL ITEMS EMBEDDED IN CONCRETE SHALL BE OF THE CULVERT SPECIFICATIONS'ON THIS SHEET. TYPE REQUIRED FOR THE INTENDED TASK AND MEET THE FOLLOWING STANDARDS: 2. BOX CULVERTS ARE TO BE CONSTRUCTED IN 8'-0" LENGTHS, UNLESS NOTED OTHERWISE 3. LENGTH OF OPOSITE SURFACES - TWO OPOSITE SURFACES OF THE PRCB SECTION SHALL NOT 2.3.1 STRUCTURAL STEEL PLATES, ANGLES, ETC: ASTM A36 IN LAYOUT DRAWING, AND WITH A HEIGHT AND WIDTH PER SHEETS 22B. VARY IN LENGTH MORE THAN 1/8" PER FOOT OF INTERNAL SPAN WITH A MAXIMUM OF 3/4" FOR 2.3.2 WELDED STUDS: AWS D1.1 3. BOX CULVERT SECTIONS ARE TO BE CONSTRUCTED WITH HOLES FOR LIFTING DEVICES INTERNAL SPANS GREATER THAN 7 FEET. 2.3.3 FINISHES (AS REQUIRED): AND ADDITIONAL STEEL PER THIS SHEET. 1 . SHOP PRIMER: AS-REQUIRED 4. NEW LATERAL STORM DRAINS ARE TO BE TIED INTO NEW CAST-IN-PLACE BOX CULVERT 4. LENGTH OF SECTION - THE UNDER RUN IN LENGTH OF A PRCB SECTION SHALL NOT BE MORE 2. HOT-DIPPED GALVANIZED: ASTM A152 OR ASTM 123 SECTIONS PER SHEET 23. THAN 1/8" PER FOOT OF LENGTH WITH A MAXIMUM OF 1/2" IN ANY SECTION. 3. ZINC-RICH COATING: MIL-P-2133 SELF CURING, ONE COMPONENT, SACRIFICIAL 5. SECTIONS ARE TO BE CONSTRUCTED IN 8'-0" LENGTHS AND JOINED END-TO-END WITH A 3. MANUFACTURE TOUNGE AND GROOVE CONNECTION AS SHOWN IN DETAIL 1 ON SKEET 2813. 5. REPAIRS - PRCB SECTIONS SHALL BE REPAIRED, IF NECESSARY, BECAUSE OF IMPERFECTIONS IN 3.1 FORMS- FORMS FOR MANUFACTURING PRECAST CONCRETE PRODUCTS SHALL-BE OF 6. EACH ROW OF BOX CULVERT SECTIONS IS TO BE PLACED WTIH A 3" SEPARATION THE MANUFACTURE OR HANDLING DAMAGE AND WILL BE ACCEPTABLE IF, IN THE OPINION OF THE THE TYPE AND DESIGN CONSISTENT WITH INDUSTRY STANDARDS. THEY SHALL BE BETWEEN ADJACENT SIDE WALLS AND THE 3" SPACE IS TO BE FILLED WITH 2,000 PSI SLURRY APPROVING AGENCY, THE REPAIRED PRCB SECTION CONFORMS TO THE REQUIREMENTS OF THESE CAPABLE OF CONSISTENTLY PROVIDING UNIFORM PRODUCTS AND DIMENSIONS. FORMS AS SHOWN IN DETAIL 3 ON SHEET 28B. SPECIFICATIONS. SHALL BE CONSTRUCTED SO THAT NO PRODUCT DAMAGE SHALL BE CAUSED BY THE 7_ PRECAST SECTIONS ARE TO B_E TIED INTO CAST-IN-PLACE SECTIONS -AS OCCURRING AT FORCES AND VIBRATIONS TO WHICH THE FORMS WILL BE SUBJECTED. FORMS SHALL BE HEADWALLS, CUTOFF WALLS, WINGWALLS, LATERIAL TIE-IN STRUCTURES, ETC - PER DETAILS CLEANED OF CONCRETE BUILDUP AFTER EACH USE. COATING OF FORM RELEASE AGENTS 2 &4 ON SHEET 28B. SHALL NOT BE ALLOWED TO BUILD UP. PRE-CAST BOX CULVERT CONFIGURATION 3.2 REINFORCEMENT - CAGES OF REINFORCEMENT SHALL BE FABRICATED BY TYING THE BARS INTO RIGID ASSEMBLIES. NO WELDING IS PERMITTED. A FULL CURTAIN OF N.T.S. REINFORCING STEEL IS REQUIRED AT THE ENDS OF THE PRECAST SECTIONS. 128.00' 3.3 EMBEDDED ITEMS - EMBEDDED ITEMS SHALL BE POSITIONED AT LOCATIONS SPECIFIED 4" 4" i�145 BAR EACH - IN THE DESIGN DOCUMENTS. INVERTS, PLATES, WELDMENTS, SITTING DEVISED AND SIDE OF HOLE ADDITIONAL BARS ARE TO BE 10.00' 108.00 10.00' OTHER ITEMS TO BE EMBEDDED IN PRECAST CONCRETE PRODUCTS SHALL BE HELD 2-#6 BARS EACH PROVIDED AROUND EACH HOLE AS (N} CIP (N) PC (N) CIP RIGIDLY IN PLACE SO THAT THEY DO NOT MOVE SIGNIFICANTLY DURING CASTING SIDE OF HOLE SHOWN. BARS ARE TO BE 6.00' 96.00' 6.00' OPERATIONS. CONTINUOUS FULL WIDTH & LENGTH OF 3.4 PLACING CONCRETE - CONCRETE SHALL BE DEPOSITED INTO FORMS AS NEAR TO ITS ■ ��■ - BOX CULVERT & TRANSVERSE BARS LATERAL SD LOCATION AS PRACTICAL. THE FREE FALL OF THE CONCRETE SHALL BE KEPT TO A ARE TO TERMINATE INTO WALL w/A i TIE-IN PER MINIMUM. CONCRETE SHALL BE CONSOLIDATED IN SUCH A MANNER THAT SEGREGATION R HOOK PER THE STANDARD CALTRANS SHEET 23 - _ � � i� OF THE CONCRETE IS MINIMIZED AND HONEY-COMBED AREAS ARE ELIMINATED. j \ SCHEDULE & DETAILS 2 - - - - - - - - -, - I VIBRATORS USED TO CONSOLIDATE CONCRETE SHALL HAVE FREQUENCIES AND 8.00' ; AMPLITUDES SUFFICIENT TO PRODUCE WELL CONSOLIDATED CONCRETE. 28B TYP 3.5 CURING I ' 3.5.1 CURING BY MOISTURE RETENTION - MOISTURE SHALL BE PREVENTED FROM 3"0 HOLE CAST 4 - - _ __ _ _ __ - _ - _ _ _ _ _ _ __ _ EVAPORATING FROM EXPOSED SURFACES UNTIL ADEQUATE STRENGTH FOR INTO ROOF BOX 28B TYP _ STRIPPING IS REACHED BY ONE OF THE FOLLOWING METHODS: CULVERT WALL 1 ADDITIONAL BAR NEAR % �j U 1. COVER WITH POLYETHYLENE SHEETS A MINIMUM OF 6 MILS THICK V-6" o 2. COVER WITH BURLAP OR OTHER ABSORPTIVE MATERIAL AND KEEP CONTINUALLY MOIST. PARTIAL PLAN OF BOX CULVERT ROOF AND FAR SIDE OF HOLE 1 5� 3/4"=1'-0" 2 ADDITIONAL BARS 28B TYP 3. CURING COMPOUNDS APPLIED AT A RATE NOT TO EXCEED 200 SQ. FT. PER GALLON EACH SIDE OF HOLE - - _ -- - - - - - - -- - - - -- -- - - - 4. STORAGE AND SHIPMENT M 4.1 HANDLING - PRODUCTS SHALL BE STORED, HANDLED, AND SHIIIPED IN AMANNER TO 5 MINIMIZE DAMAGE. LIFTING HOLES OR INSERTS SHALL BE CONSISTENT WITH THE 286 INDUSTRY STANDARDS. LIFTING SHALL BE ACCOMPLISHED WITH METHODS OR DEVICES SEE 'PARTIAL PLAN' & 'DETAIL' FOR EACH _ X INTENDED FOR THE PURPOSE OF HANDLING AND SETTING PICKING POINT - PROVIDE HOLES IN ROOF � � ' m � _T - - � � - = - - - - - - 4.2 MINIMUM STRENGTHS - PRODUCTS SHALL NOT BE SHIPPED UNTIL THEY ARE AT LEAST 3 4 PER SECTION OF EACH BOX CULVERT w Ix DAYS OLD, UNLESS IT CAN BE SHOWN THAT THE CONCRETE STRENGTH HAS REACHED F SECTION AS SHOWN - t - U a J - 3 TYp- - _ - _ - - _ - - - AT LEAST 75% (3,750 PSI) OF THE SPECIFIED 28 DAY STRENGTH OF 5,000 PSI. LIFTING DEVICE IS TO BE O � O � - - 28B - - - - - - - - - - - - - - -___ J CONTRACTOR MAY BACKFILL IMMEDIATELY UPON DELIVERY AND PLACEMENT OF REVIEWED$Y ENGINEER OF c� ( �- w a w a CULVERT. TRAFFIC MAYBE PLACED UPON COMPLETION-Of BACK -COMPACTION, F F OF RECORD AND HOLE U U - - - - - - - - - - - - - - - _ - - - - V U AND SURFACING APPROVED BYRCFCWCD 3" o .- - - - - - - - - - - - - - - - - - - - - - - - - - - o .-. F PRIOR TO COMMENCING cow o Z H � 06 WITH WORK DETAIL@ BOX CULVERT ROOF - - -- - - - - - - - - - - - - - - - - - - - - _ - - - _ _ _ 1-1/2"=V-0" PROVIDE ADDITIONAL---,. BEDDING i BACKFILL REQUIREMENTS BARS @HOLES IN 4 - - - - - - - - - - 1 ROOFAS SHOWN . . i ;� LATERAL SD ` LATERAL SD W TIE-IN PER TIE-IN PER 1. PRCB SECTIONS - ALL PRCB SECTIONS ARE TO BE SET ON A 6" MINIMUM THICK LEVELING L BOX CULVERT SECTIONS @ SHEET 23 SHEET 23 COURSE OF 3/4" CLEAN CRUSHED ROCK. A STRUCTURAL BACKFILL COMPACTED TO MIN 95% N.T.S. ADDITIONAL #5 BARS MAX 24 oc TRANSVERSE 96.00' 32.00' PER ASTM 1557N IS REQUIRED FOR 2 FEET OUTSIDE OF THE PRCB SECTIONS AND UP TO 1 IN ROOF SLAB @ 2" CLEAR FROM TOP (E) GIP (N) CIP FOOT ABOVE THE PRCB SECTIONS. SECTION W H L WEIGHT FORCE (F) ADDITIONAL#5 BARS @ MAX 24"oc TRANSVERSE INDICATES PRECAST (PC) INDICATES CAST-IN-PLACE IN FLOOR SLAB @ 3" CLEAR FROM BOTTOM BOX CULVERT SECTIONS (CIP) BOX CULVERT SECTIONS 2. CAST-IN-PLACE SECTIONS - ALL CAST-IN-PLACE CULVERT ENDS SHALL BE PLACED ON 1 14' S' 8' 40,000 LB 10,000 LB NATIVE MATERIAL COMPACTED TO MIN 95% PER ASTM 1557. MINIMUM ALLOWABLE BEARING 2 12' 8' 8' 38,000 LB 9,500 LB NEWPORT LAYOUT CAPACITY IS TO BE 2,500 PSF PER THE PROJECT GEOTECHNICAL REPORT AND IS TO BE PRE-CAST BOX CULVERT LIFTIN N.T.S. NORTH CONFIRMED BY THE PROJECT GOETECHNICAL ENGINEER. N.T.S. UPLICATE OF ORIGINAL - DO NOT REVIS PM 34275 COUNTY OF RIVERSIDE AT _ BENBHM : DATE: 1970 ELEV: 1495.886 ()FEES/o Or REVISIONS RIVERSIDE COUNTY FLOOD CONTROL AND PROJECT No. QRpFESSI0y9 TRANSPO ATION DEPARTMENT DIG ERT e� ti Bedon Construction, Inc. PALOMA WASH CHANNEL ° �'° P�0 P. P q� 27989 HOLLAND ROAD REVISED SHEET - TO ACCOMPANY WATER CONSERVATION DISTRICT STAGE 2 4-0-001 1 1 APPROVED B DIAL TOLL FREE 2.7 MILES SOUTH ON MURR I ETA ROAD, FROM THE �� o� F FZ Q y CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST o �' � MENIFEE CA92584 NEW SHEET 28B 2-26-08 RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAWING NO, 2� OF POWERPOLE #�16193, 29 FT EAST OF MURR I ETA "' z (�51) 246-0005 NE W P O R T ROAD 4-g6 7 No. 45702 m CD No. 42760 - ALAN D. FRENCH DATE AT LEAST TwoDAYs ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST w m PRECAST CULVERT Exp. 12/31/08 BEFORE YOU DIG OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK * Exp.3-31-08 PREPARED BY: DO P. KER R.C.E. NO. 42760 a rf v ,� �� LINDEFOMM s�vlcEAST FENCE, 2 FT NORTH OF A WATER METER, 2 FT 15�X CIVIL �� ExP. D 3 -0 SHEET NO. 9T� %* y / pg OF SOOT M GAUFORNIA SOUTH OF A MARKER POST, SET A BRASS DISK q�F of CA��F o�� ALTERNATIVE OF Call RECOMMENDED: - DA E IN A CONCRETE POST. 000 DATE: F DESCRIPTION APPR. DATE DATE: 4l� S�Og DATE: 4-��ZO�� 28A,0F 28 aA ., 1'-0" EXTERNAL ;—RESILIENT TYPE - -'� SEALING BAND JOINT MATERIAL TOUNGE END GROOVE END j. PROVIDE 3" SPACE EXTERIOR BETWEEN ADJACENT BOX CULVERT SECTIONS & FILL • - JOINT w/2,000 PSI SLURRY t INTERIOR HEAD WALL, - ! a 0.5" MIN 0 PARAPET & CULVERT q c� F 2" MAX TYP i ROOF PER SECTION ch " o 3.75 MIN 0.5" CLEAR S-S ON SHEET 22B 0.75 x T MAX TYP WIDTH VARIES _ SEE TABLE RUBBER ELEMENT MASTIC ELEMENT PROTECTIVE FILM - - ELEMENT SIDE WALLS OF �` PRE-CAST BOX -- -- -- CULVET SECTIONS LOCATION OF -- - - EXTERIOR JOINT =' SURFACE io TABLE NOTE: EXTERNAL SEALING � I O O O SPAN (Ft) EXTERNAL SEALING BAND MUST MEET ASTM w w BAND WIDTH (inch) C-877, AND EXTEND 24" 4-6 9 FROM THE TOP OF THE Z W w Z 7-8 11 PRCB DOWN THE WALLS 10-12 13 SIDE WALL JOINT DETAIL -0" 3 �iN CIP RCB { ( CULVERT f ROOF SLAB EXTERNAL SEALING BAND SCHEMATIC NOTE: T & G JOINT DETAIL IS TO OCCUR ALONG TOP, 75 BAR O ROUGHEN & BOTTOM, & BOTH SIDES @ ALL END-TO-END LAP, TYP CLEAN SURFACE CONNECTIONS OF PRE-CAST BOX CULVERT SECTIONS EXTERIOR T& G JOINT DETAIL #5 BENT BARS @ 9_ 6" • • • • • • • _ " _ 12"oc TO EXTEND _ 1" if-On z CONTINUOUSLY _ q I • • SLOPE PER FROM-BOTTOM OF CID '0 1 ROUGHEN & 75 BAR O PROFILE ON CUT OFF WALL TO LAP, TYP -� CLEAN SURFACE SHEET 11 END OF CIP BOX EXTERIOR CULVERT SECTION • • RIP RAP P INVERTPIER ~ PROFILE ON ��_ j REINFORCING i INTERIOR • • • ' • • • SHEET 9 PER D80 CAST-IN-PLACE INTERIOR J SECTION -i� PRECAST STANDARDS SECTION SECTIONP�CE ---T- PRECAST SECTION - � CIP RCB io CULVERT NOTE: END JOINT DETAIL IS TO OCCUR ALONG NOTE: END JOINT (DETAIL IS TO OCCUR ALONG TOP, INVERT SLAB INTTERIOR WALLS @ CONNECTION OF PRE-CAST BOTTOM & EXTERIOR WALLS @ CONNECTION OF BOX CULVERT SECTIONS TO CAST4N-PLACE BOX PRE-CAST BOX CULVERT SECTIONS TO tI CULVERT SECTION CAST-IN-PLACE BOX CULVERT SECTION #5 VERTICALS _ END JOINT DETAIL A END JOINT DETAIL @ 12 oc 1" = 1'-0" '�F 1" = 1'-0" 2x4 BEVELED i KEYWAY #5 @ 12"oc % CONTINUOUS HORIZONTALS / EACH FACE ell 3" CLEAR TYP 1'-6" END SECTION I n=1'-0" PM 34275 COUNTY OF RIVERSIDE BENCHMARK: DATE: 1970 ELEV: 1495.886 REVISIONS flfEsslo DIG�RT QRpFFES/p� Bedon Construction, Inc. RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL PROJECT N0 . QR H9� TRANSPORTATION DEPARTMENT j!3AT P. p -�� WATER CONSERVATION DISTRICT 4-0-00111 APP VED BY: DIALTO>[1.> 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE ��" o 11 ) � Z27989 HOLLAND ROAD NEW SHEET - TO ACCOMPANY STAGE 2 CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST o MENIFEE CA 92584 REVISED SHEET 28A 2-26-OS REC D FOR APPROVAL BY: APPROVED BY: DRAWING NO. No . 45702 m 227-ZG� OF POWERPOLE #16193, 29 FT EAST OF MURRIETA No. 42760 m - — (951) 24�_�005 � NEWPORT ROAD ALAN DFEN DATE LEAST TWO DAYS ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST w s 4 96 7 Exp. 12/31/08 7 BEFORE YOU DIG EX 3-31-os x} OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK * P• * PREPARED BY: DONALD PARK R.C.E. NO."42760 PRECAST CULVERT ff �� ,` �� FENCE, 2 FT NORTH OF A WATER METER, 2 FT �'� CiVI� � ExP. DATE: 3-31- SHEET NO. OFS"EMCAtF 011A SOUTH OF A MARKER POST, SET A BRASS DISK 9TFp� ALTERNATIVEpOF CA�` RECOMMENDED: DAT IN A CONCRETE POST. �FCAYF DATE: '7 l b DATE5 28BOF 28DATE REF. DESCRIPTION APPR. DATE �� +1100 0 RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTR.,ICT rfexL au{o GENERAL NOTES PALOMA WASH CHANNEL 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE Norm I RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S STAGE 2 MEMORANDUM OF UNDERSTANDING STANDARD SPECIFICATIONS, DATED - - SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DRAWINGS DATED APRIL 2004 SITE 2. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES REGARDING TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR THE VARIOUS UTILITIES SHOWN ON THE PLAN. 3. CONSTRUCTION INSPECTION SHALL BE PERFORMED BY RIVERSIDE COUNTY FLOOD CONTROL CONTACT DALE ANDERSON AT 951-275-1288. THE DISTRICT MUST BE NOTIFIED 20 DAYS PRIOR TO CONSTRUCTION. W ID 4. ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. VICINITY MAP 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE GV p 34 75 SECTION 3 TOWNSHIP 6 SOUTH RANGE 3 WEST INTERSECTION STATION. - 6. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 1-800-227- • .. I. .. rill . - _,_,TWO FULL WORKING DAYS 48 HOURS MINIMUM IN . �2600) ( ) ADVANCE OF ANY � 3W0-1304303 CONSTRUCTION ACTIVITIES, AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO # �, ; ,- PERMIT ISSUANCE INCLUDING PAVEMENT REMOVAL EXCAVAof is TION AND A.C. • - R, I If 11 Ir Ir I ., 1, f 'I ,A i...+•.... .,.a^,/'� e�i �. f f o I OVERLAY, WHICH COULD AFFECT ANY UNDERGROUND UTILITY. - - �Iff4HNHHIHI�I+fI�'� - ..� � .• r 1 r I 5 7. ALL ELEVATIONS ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON U.S.C. & G.S. DATUM. • #+#4+H�►+ f114HI�H'1•• : ILI. ,, :`; �,' I 8. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. o = -ROAD '1 S 9. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS 2 OTHERWISE NOTED. ALL UTILITIES ARE TO BE PROTECTED IN PLACE UNLESS r Y OTHERWISE NOTED. lie ; �� - � ��9111111111111111111({ . 10. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING � � �.. K CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE - - - \ N - -- SEALED WITH 6 INCHES OF CLASS "B" CONCRETE. �- y 11. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION - f STRUCTURE NO. 4 JS 229 UNLESS OTHERWISE NOTED. JAl ( ) d I r1 a 12. BEDDING PIPE SHALL CONFORM TO RCFC & WCD STD. M815, EXCEPT FOR - r COVER < 2 FEET. FOR COVER < 2 FEET, CONCRETE SLURRY (2000 PSI-2 SACK) Z ` =r SHALL BE USED. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 INCHES MAXIMUM ABOVE THE TOP OF THE PIPE. 13. H IS THE DEPTH OF THE INLET AND CATCH BASINS MEASURED FROM THE NORMAL GUTTER FLOWLINE TO INVERT OF CONNECTOR :PIPE. z t M , .,. :. p : I<1`14. HYDRAULIC GRADE LINES SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY FLOWS, UNLESS OTHERWISE NOTED. 30at3�•1101 e 15. CATCH BASINS SHALL BE WCATED SO THE LOCAL DEPRESIION SHALL BEGIN AT - -" fi 1 s EXISTING CURB RETURN JOINT UNLESS OTI-ERW I SE SPECIFIED. 16. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, AND OTFERDCISTING M 5 �4171 IMPROVEMENTS TO � RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTI-ERW I SE NOTED. jw -902 17 ., _._ _ -'•,.,.:::. .. ..... i , 17. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM TO DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE. SHEET INDEX SHEET NO. 18. THE CONTRACTOR IS REQUIREDTO CALL ALL UTILITY AGENCIES REGARDING TITLE SHEET 1 TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITY INDEX MAP 2 LINES SHOWN ON THESE PLANS. PLAN k PROFILE STA 50+75.47 TO STA 59+00.00 3 19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT PLAN k PROFILE STA 59+00.00 TO STA 69+00.00 4 DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO R C F C D & WCD STANDARD DRAWINGS PLAN k PROFILE STA 69+00.00 TO STA 79+00.00 5 PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. JS 226 JUNCTION STRUCTURE N0. 1 MH 253 MANHOLE NO. 3 �� PROFILE STA 79+00.00 TO STA 88+00.00 6 20. APPROVAL OF THESE PLANS BY THE RIVLRRSIDE COUNTY FLOOD CONTROL AND WATER scaLE: '-=300' JS 227 JUNCTION STRUCTURE NO. 2 M 801 CHAIN LINK FENCE DETAILS PLAN k PROFILE STA 88+00.00 TO STA 97+00.00 7 co co Io JS 228 JUNCTION STRUCTURE NO. 3 M 814 ABBREVIATIONS AND SYMBOLS P-AN k PROFILE STA 97+00:00 TO STA 104+51 .37 8 CONSERVATION DISTRICT DOES NOT RELIEVE THE DEVELOPER'S ENGINEER OF PLAN k PROFILE STA 104+51 .37 TO STA 105+35.37 9 RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED, 300 0 300 boa 900 JS 229 JUNCTION STRUCTURE NO. 4 M 815 BEDDING AND PAY LINES •- JS 231 JUNCTION STRUCTURE NO. 6 M 816 CONC BULKHEAD NEWPORT ROAD CULVERTS (CAST-IN-PLACE RCB) 10A NJ IT WILL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE NECESSARY CH 326 TRAPEZOIDAL CHANNEL CB 110 CONCRETE DROP INLET NEWPORT ROAD CULVERTS (PRECAST RCB) 10B1.1 CX)RRECT I ONS. GRAPHIC SCALE Z LA PIEDRA ROAD CULVERTS (CAST-IN-PLACE RCB) 11 21 . THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT AND/OR CALTRAN S STANDARD PLANS HOLLAND ROAD CULVERTS (CAST-IN-PLACE RCB) 12ALn STATE AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK. D-80 SINGLE REINFORCED CONCRETE BOX HOLLAND ROAD CULVERTS (PRECAST RCB) 12B CD BASIS 0 F BEARING D-81 DOUBLE REINFORCED CONCRETE BOX PYRAMAT HIGH PI]�FORIrWVCE TIFF REINFORIT FIAT DETAILS 13 THE BEARINGS ON THIS PLAN ARE BASED ON THE LINE D-84 RCB CONCRETE HEADWALL, ylFif'4GWALL k CUTOFFWALL POLYPAVEMENT DETAILS 14 BETWEEN STATIONS "TRAK" AND "MATH" (POSITIONS D-86A RCB WARPED WINGWALL ACCESS RAMPS GRADING k RIP RAP SPECIFICATIONS 15 00 MODIFIED J.S. NO. 6 k PRECAST RCB DETAILS 16 NOTICE T 0 CONTRACTORS: PER NATIONAL GEODETIC SURVEY,NAD83, EPOCH APPROVED EQUAL FENCE & GATES STORM DRAIN LATERALS 17-21 W 1995.5) AS SHOWN ON THE MAP FILED IN BOOK 102, RCB STRUCTURAL DESIGN (ALTERNATIVES) 22A-25A Q PAGES 50 THROUGH 65 OF RECORDS OF SURVEYS IN NON-CHAIN LIMO FENCE AND/OR GATES MAY BE USED IN PLACE THE EX/STENCE AND LOCH 710N OF ANY UNDERGROUND U77LI TY PIPES, CONDUI TS; OR THE OFF I CE OF THE COUNTY RECORDER OF RIVERSIDE OF CHAIN LINK, WHERE NOTED, IF DETAILS ARE SUBMITTED PRECAST STRUCTURAL DESIGN (ALTERNATIVES) 22B-25B STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE COUNTY, CAL I FORN I A,BEING N 52'49'02.84" E. AND APPROVED BY BOTH CSA 145 AND RCFC k WCD RETAINING WALL DETAILS 26-27 z RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U71LI77ES EXCEPT PRECAST RCB CULVERT DETAILS 28 THOSE PRECAU o AWIV ON TNESE MEASURESLTO PR07ECNS. THE 0THE U7�TYS REQUIRED TO LINES SHOWN ONKE 0 THESE DRAWINGS. SOILS ENGINEER REFERENCE PLANS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE U77LI TY - PIPES, CONDUITS OR STRUCTURES, SHOWN OR NOT SHOWN ON THESE PLANS LGC INLAND 1 ) STREET k STORM DRAIN IMPROVEMENT PLANS NEWPORT ROAD MS 4087, I P 060020 l 41531 DATE STREET 2) STREET_ k STORM DRAIN IMPROVEMENT PLANS - HAUN ROAD MS 4085, IP 060018 0 MURR I ETA, CA �92562 3) STREET k STORM DRAIN IMPROVEMENT PLANS - HOLLAND SHERMAN k LA PIEDRA ROADS MS 4086, IP 060019 CSA APPROVAL: ir (951 ) 461-1919 /�� bO�' RECORDED BY: DATE: > UPLICATE OF ORIGINAL - DO NOT REVIS PM 342�5 �s �8� ACCEPTED BY: � �,v DATE: c, _Z3_OY io C"TY OF RIVERSIDE C.S.A. 145 z Q gFESS/ COUNTY OF RIVERSIDE BENCH MAR C DATE 1970 ELEV: 1495.886 PLANNING ■ DE61ON ■ CONlSTRUCTION REVISIONS PRO. CT NO. i ��., DIGALERT OWESS/o�, RIVERSIDE courrrY F�I�ooD CONTROL AND PALUMA WASH CHANNEL v v- F TRANSPORTA�N DEPARTWEN? ,�,r„ „„� �o q� WATER CONSERVATION DISTRICT 4-0-00111-02 �f APF'ROiYED 2.7 MALES SOUTH ON MWJRRIETA ROAD. FROM THE �� " �1, __ STAGE 2 ,� of DIAL TOLL � �' s �, aoea cax�rrY ca�rrffl o�surrE goo � i - CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST GI) ■ ■ ■ RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAWING NO. TEMECULA No. 45702 /•, '�� OF POWERPOLE J16193, 29 FT EAST OF M URRIETA w No.69395 ,,, CONSULTING ss1 76 042 • FAX 76.72 AwwwABFcar► 4-967 0 Ex p. 12/31/08 ALAN D. DATE AT ter wm DAvo ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST oc Exp.6/30/08 ♦t e�0M You Do OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. NO. s Exp. DATE: 6 30 08 I el v I� ` FENCE. 2 FT NORTH of A WATER METER, 2 FT � / PLANNING ENGINEER EF ENGINEER SHEET NO. Q Of C A��Eo�,! / zy OFOMM n� SOUTH OF A MARKER POST, SET A BRASS DISK �glFOF Cp1\� P DATE � DATE: Z Z -Zb� ATE:D Z7 O TITLE SHEET a RECOM{IrENDED: :RiFS DAT I N A CONCRETE MST. DESCRIPTION �- or►>7E 1 OF 28 � RCFCD CONSTRUCTION NOTES UNIT QT 01 CONSTRUCT VEGETATED CHANNEL B=109 .00' , Z=4: 1 , D=10. 40' LF 5, 136 k0 CONSTRUCT 3' CHAIN LINK FENCE PER RCFC & WCD STD. DWG. M801 LF 320 0 CONSTRUCT 0. 25' CLASS II AB MAINTENANCE ROAD SF 11 ,400 05 CONSTRUCT 6 ' CHAIN LINK FENCE PER RCFC & WCD STD. DWG. M801 OR APPROVED EQUAL (SEE SHEET 1 LF 11 ,320 FOR REQUIREMENTS OF APPROVED EQUAL) - CHAIN LINK TO BE USED ADJACENT TO WINGWALLS © CONSTRUCT 15' DOUBLE DRIVE GATE PER RCFCD STD M801 OR APPROVED EQUAL (SEE SHEET 1 FOR EA 13 REQUIREMENTS OF APPROVED EQUAL) MAINTENANCE NOTE ABBREVIATIONS AND SYMBOLS ® CONSTRUCT 6" CLASS B CONCRETE APRON (#4'S @ 18" Q.C. EACH WAY) SF 13,300 RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT BC BEGINNING OF CURVE MAX MAXIMUM 12 INSTALL RIP-RAP PER PLAN AND DETAIL ON SHEET 15 CY 4,040 HOLLAND ROAD RCB CULVETS 104+41.37 - 105+35.37 OLE UNE E 8+94.06 - 8+96.25 CB CUBICATCH BASIN M I MINIMUM 13 INSTALL PYRAMAT HIGH PERFORMANCE TURF REINFORCEMENT MAT (HPTRM) PER DETAILS AND NOTES ON SF 44,200 UNE J 10+67.13 - 11+16.12 CF CUBIC FEET MIN MINIMUM SHEET 13 UNE L 10+02.31 - 10+09.23 CFS CUBIC FEET PER SE(X)ND NTS NOT TO SCALE UNE P 10+67.29 - 11+14.75 CkG CURB AND GUTTER OC ON (ENTER 4 CONSTRUCT 4-CELL 8'H X 12'W CONCRETE BOX CULVERT PER CALTRANS STD D81 & D82 AND SHEET 25A LF 84 UNE 1 10+18.80 - 10+65.76 CL CENTERLINE PCC POINT OF COMPOUND CURVATURE CONSTRUCT 4-CELL 8'H X 12'W CONCRETE BOX CULVERT PER CALTRANS STD D80 & D82 AND SHEET 25B LF 84 LAT 1-1 10+05.08 - 10+06.29 CMP CORRUGATED METAL PIPE PL PROPERTY LINE (PRECAST AND LIFT PER DETAILS ON SHEET 28) UNE Q 9+94.66 - 9+96.62 CMLkC CEMENT MORTAR LINED PP PCWrERPOLE 16 CONSTRUCT 6-CELL 8'H X 13'W RCB CULVERT PER CALTRANS STD PLANS D81 & D82 AND SHEET 24 LF 74 UNE CC 10+47.60 - 10+82.40 AND COATED PRC POINT OF REVERSE CURVATURE 0 UNE V 10+21.25 - 10.67.32 CONC CONCRETE Q RATE OF FLOW 18 CONSTRUCT 3" POLYPAVEMENT MAINTENANCE ROAD PER DETAIL & NOTES ON SHEET 14 SF 160,000 UNE S 10+48.61 - 10+82.75 CY CUBIC YARDS RCB REINFORCED CONCRETE BOX UNE BB 10+34.05 10+87:30 DI A DIAMETER RCFDWCD RIVERSIDE COUNTY FLOOD 0 21 CONSTRUCT COMBINATION RETAINING WALL/6 ' CHAIN LINK FENCE OR APPROVED EQUAL FENCE PER DETAILS LF 175 - UNE .F 11+14.50 - 13+61.84 D/W DRIVEWAY CONTROL AND WATER UNE G 10+42.42 - 10+88.37 DWG DRAWING CONSERVATION DISTRICT 24 CONSTRUCT CONCRETE BULKHEAD PER DETAILS ON SHEET 25 EA 4 UNE D 10+00.59 - 10+05.59 EA EACH RCP REINFORCED CONCRETE PIPE 37 PROTECT EXIST . POWER POLE EA 2 UNE M 10+43.37 - 11+03.79 EC END OF CURVE R/W RIGHT OF WAY 0 LAT M-1 10+04.36 - 10+08.50 ELEV ELEVATION SS SANITARY SEWER 5o REMOVE EXISTING METAL GUARD RAIL LF 122 UNE T 10+61.52 - 11+18.91 EP EDGE OF PAVEMENT SD STORM DRAIN UNE 0 10+38.92 - 10+65.91 EX EXISTING SHT SHEET 58 CONSTRUCT JUNCTION STRUCTURE NO. 3 PER RCFC & WCD STD. DWG. JS228 EA 2 UNE R 10+65.09 - 11+25.73 FG FINISH GROUND SF SQUARE FEET 59 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER RCFC & WCD STD. DWG. JS226 EA 2 FH FIRE HYDRANT STA STATION RIVERSIDE COUNTY TRANSPORTATION DISTRICT FL FLOWLINE STD STANDARD 6o CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC & WCD STD. DWG. JS227. EA 2 NEWPORT ROAD RCB CULVERTS 49+50.00 - 50+75.47 FPS FEET PER SECOND S/W SIDEWALK 64 CONSTRUCT JUNCTION STRUCTURE NO. 6 PER RCFCD & WCD STD, DWG. NO. JS-231 EA 2 LA PIEDRA ROAD RCB CULVERTS 78+46.66 - 79+22.66 FT FEET TC TOP OF CURB UNE A 10+10.62 - 10+64.12 FS FINISH SURFACE TR TRACT 69 INSTALL 54" RCP (D-LOAD PER PLAN) BEDDING PER RCFC & WCD STD. DWG. NO. M-815 LF 139 UNE B 10+14.21 - 10+43.84 HGL HYDRAULIC GRADE LIFE TS TRANSITION STRUCTURE 7o CONSTRUCT 4-CELL 5'H X 8'W REINFORCED CONCRETE BOX CULVERTS PER CALTRANS STD DWG D81 & AND LF 22 UNE N 10+00.00 - 10+05.05 JS JUNCTION STRUCTURE TW TOP OF WALL SHEET 22. JOIN EXIST. RCB PER DETAIL A OF CALTRANS STD D82. UNE K 9+86.53 - 9+95.76 L LENGTH TF TOP OF FOOTING LF LINEAR FEET V VELOCITY 71 INSTALL 72" RCP (D-LOAD PER PLAN) BEDDING PER RCFC & WCD STD. DWG. NO. M-815 LF 40 TRACT BOUNDARY WS WATER SURFACE 66 CONSTRUCT CONCRETE BOX CULVERT WARPED W I NGWALL PER CALTRANS STD D86A EA 6 - - - - RIGHT-0E-WAY - - R/W CONSTRUCT 3-CELL 5'H X 14'W CONCRETE BOX CULVERT PER CALTRANS STD. D81 & D82 AND SHEET 22 LF 126 CENTERLINE `' - ® CONSTRUCT 3-CELL 5'H X 14'W CONCRETE BOX CULVERT PER CALTRANS STD. D80 & D82 AND SHEET 22 LF 126 FLOWLINE F... (PRECAST AND LIFT PER DETAILS ON SHEET 28) PROPOSED CONTOUR 79 INSTALL 18" RCP (D-LOAD PER PLAN) .BEDDING PER RCFC & WCD STD. DWG. NO. M-815 LF 64 8o INSTALL 24" RCP (D-LOAD PER PLAN) BEDDING PER RCFC & WCD STD. DWG. NO. M-815 LF 126 EXISTING CONTOUR 81 INSTALL 30" RCP (D-LOAD PER PLAN) BEDDING PER RCFC & WCD STD. DWG. NO. M-815 LF 67 2 1 SLOPE �- -� 82 INSTALL 36" RCP (D-LOAD PER PLAN) BEDDING PER RCFC & WCD STD. DWG. NO. M-815 LF 177 PYRAMAT 83 INSTALL 42" RCP (D-LOAD PER PLAN) BEDDING PER RCFC & WCD STD. DWG. NO. M-815 EA 122 ® INSTALL 48" RCP (D-LOAD PER PLAN) BEDDING PER RCFC & WCD STD. DWG. NO. M-815 LF 178 CONSTRUCT MODIFIED JUNCTION STRUCTURE NO. 6 PER RCFCD & WCD STD, DWG. NO. JS-231 k CH-326 EA 11 DETAIL "B" , OMIT CONCRETE CHANNEL AND ADD CUTOFF WALL AT TOE OF SLOPE. SEE DETAILS SHEET 16 . ® CONSTRUCT CONCRETE BULKHEAD PER RCFC & WCD STD. DWG. NO. M-816 EA 17 REMOVE EXISTING GROUTED RIP-RAP 2100 0 89 REMOVE EXISTING 3-36" CMP EA 1 Go 0 90 CONSTRUCT 8'X4' RCB PER CALTRANS STD. D80 LF 248 91 CONSTRUCT HEADWALL AND WINGWALLS PER CALTRANS STD. D84 LF 172 N W 94 CONSTRUCT HEADWALL AND PARAPET PER DETAILS ON SHEET 24 LF 166 C) Z Q CONSTRUCT HEADWALL AND PARAPET PER DETAILS ON SHEET 25A LF 52 4 CONSTRUCT HEADWALL AND PARAPET PER DETAILS ON SHEET 25B LF 55 0 0 cli 95 REMOVE EXISTING RIP RAP, REPLACE WITH 1 TON RIP RAP, D=4.3' , OVER 8" FILTER & MIRAFI 110ON SF 1 ,800 0 FILTER FABRIC m 96 CONSTRUCT RCB WINGWALL PER CALTRANS STD D84 LF 85 N 97 CONSTRUCT MANHOLE NO. 3 PER RCFC & WCD STD. DWG MH 253. EA 1Ld Q U) LLJ Z Q O Q O J Q G 0- 0 Z� Z W O CSA APPROVAL: RECOMMENDED BY: DATE: ACCEPTED BY: % /ezr'/L DATE: o f-2,:j Q PM 34275 COUNTY OF RIVERSIDE, C.S.A. 145 Q W%fEsSl® COUNTY OF RI�IDE DIG�ERT BENCHMARK' DATE 1970 ELEv: 1495.88s QRpFESSI� PUNNING ■ DESIGN ■ CONSTRUCTION REVISIONS RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL CT N0" Q, o u_ F ?RAx3PORTA17Dx DEPAR?Y6NT ,�,�, �o ,� �� 1rATER CONSERVATION DT;�TRICT 4-0-00111-02 00 AF'PRONED 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE �- STAGE 2 nrAl.ral. �, *xv mwff cwnffl DwuE,SU rE 100 0 y f CATHOLIC CFi1R(.'H AT SUN CITY, 45 FT NORTHEAST ■ ■ ■ RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRArt I NG NO. No. 457 D2 /Itle0 1-00-227- OF POWERPOL.E #16193, 29 FT EAST OF MURK I ETA N0.69395 m CALFOF�IA 9259t-4s7s w m CONSULTING 951.676.8042 FAX WL676.7240 ■ wwwfW.com s 4-�� Q ac Exp. 12/31/06 ALAN D. FRENCH DATE AT LEw To DAve ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST Exp.6/30/b8 ; T ♦[ * eEPOtgE ym 00 OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. NO. 69395 Q J' ~� FENCE, 2 FT NORTH OF A WATER METER, 2 FT EXP. DATE: 6/30/08 SHEU NO. r,y E r X. E ��! G;�2r i��:,1.� t u�OF 80U�o�CAUF �Le�r cwl� P t p OF•OU116N CAL/{0■IM SOUTH OF A MARKER POST, SET A BRASS DISK 9j g �_ OF ��1 RECOMMENDED: -�Bi�-E DA IN A CONCRETE POST. 4F oA11Fp DATE: ��T DESCRIPTION AP�t.NDAMDATE: 2 p ATE: 2.27 Z 2 OF 28 � o 50 51 52 53 54 55 56 57 58 59 INFORMATIONAL NOTE ALL X-SECTIONS TAKEN LOOKING DOWNSTREAM NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE _ - R/W CHANNEL UNLESS OTHERWISE NOTED. RAW 225' A 1 ' BENCH CL 1 BENCH _ _ _ _ _ _ _ _ 112.5 112.5 TOP OF BANK _ __ _ _ ACCESS ROA J , - - - - __ _ _ _ _ 5 ' _ _ _ ` _ _. ACCESS--ROAD 2 Q6 FENCE ¢ C� __ ____ __ - _ -_ _ __ _ ___-_ _ - _ _ _ - 6 FEN( 5 __ _. __ _ TOE-FL + 1 .00 - - - - �= 4 25 FENCE m _ _ 1=S - __ - - .5 2 4.25 FENCE(2) -� - - - GL _ �I O MAINTANENCE o` w _ --- _ m r ACCESS RD •5' � -- o w _ _ - - - z - _.- _ ___ _ _ _ 125 2 MIN FREE BOARD - _ - - - - _ 24._ 7 - -- - _ _ - _ - _ - _ - o EXISTI1- G GROUND cn o m � o- � _ _ °' CHANNEL WS • f o_ w z � - EAST ACCESS ROAD EX i_ :T i NG GROUND `�cm.7o - � � - o' w w - _ ® CANNEL _ a o : - - @_ S 2 .679� _ _ __ - -- - _ - - -z :z _ - _ COEO 18 z _ 1$ OPE TO m EST ACCESS ROA __ +____ r EXIST. ¢ - w_o - - _ _ _ _ _ - - - __ _ __- _ CL In ROUND SURFACE o _ _ _ _ - _ cedr : - - _ - w o - _ _ __ S-2.39% _ ___ GROUND 1 L- o 1 _ _ _ _ - - _ _ - _ _ ,;n�,�. cn __ _ _ _ - _ _ _ _ _ _ 2. 1 MIN FILL + - �• 6 _ _ _ 4 1 . 00q 1 .00� 4 1 .5: 1 MAX CUT co __ - _ - S O.Oa15 - - 00 - _ -- . - . __. _. . - -- _ TYP. .: -u�. 1 a NO o F` 14 - - o - _ _ - 1415 '� TCXJCH A a mm . _ -_ .� _ -z _ __ :oz _ - ,l 'P Lr - v +_ - wof ¢ __ _ U) ¢ - _ - _ - - _ _ - 5' 15' 38' 54.5' 54.5' 38' 15' 5' - , =�-F+, � @ _� '- _,-_. � _ _ _� �_ _ _ :: � c.� � _ -_, _ _ _ _ _ _ _ _ f � -o ___ _ _ _ c, - iQ 1410 _ � _ _ _ - _ _ _ _ - _ _ - 1410 92.5 92 .5 _ _J a_ o_ 185 �, F- (� _ Q �-- , - _�- o - - - _ _ _ .rL -Z_ ___. _ z .. HYDRAUL I DATA - - _ Z ¢ m Q100 4,07 -rS _ - PROPOSM PALMA CI-UUVNEL - a __ SEE_ SH 1 OA & IOB,__ -_}- - ••- w© - __ _ __ a - "'v'_ - -© �' r= In �. VMAX 5. 1 FPS:FOR--R�CB_ ONSTRUCT I ON- _ -- - - 1- >n _ + cn _ CROSS-SECTION -± tor- +_ cn + ¢ ,� _ _ _ _ w _ - - _ F CHANNEL - FLOWLINE AT - THE NO TOUCH ZONE LOCATED IN THE - B RCTD _ __ ____ _ _____ . 56 .32 _ _56 . 32__ PROFILED LED C 40: _ __ 57.53 _ __ _ __ __ -126- 14 - __ VEG-- CHAFF. - 94 17 _____ VEG. CHA 393.45 VEGETATED CHANNEL 109 .00 Z 4.0. 1 D 10.40 CENTER OF THE CHANNEL ACCESS ROAD POLYPAVEMENT SURFACES AND ALL - - - - - ---- - - - - POLYETHELENE FENCES & GATES TO BE MAINTAINED BY CSA 145 CHANNE -SIDE SL _ Tf f�tS. _ TRANS. _V GETATED CHANNEL IDE SLOPE _ VEG: HANNEL - _ _ . _ VEGETATION, GROUND COVER TO BE MAINTAINED BY CSA 145. CHANNEL R W - ._ TRANS - _ U) -_ROM -VERY _FROM 2� 1 B 109.D0 _... _BANS_ EROI� _ B-1__ 9 .0�_ LINES GRADES & CHA I NL I NK FENCES & GATES TO BE MAINTAINED BY RCFCWCD Tfl 2: 1 - TO 4: 1 ___ -Z=4:0. 1 4 1 TO 2.58: 1 : D=1 _40� 2_.5$: 1 T{3 ' - _ _ - - = _ _ _ _ _ _QANIV SECTION AT STA . 52+00 TH SI DES BOTH S I DES_ _ _ Z. 4, 1_ EAS BANK_ Z 4. 1 __ __ ___ - _ _ - _ _ 1 __ WEST BA __ _ _ __. _ . _ _- ___ __ _____ __ __ - _ _ _ _____ - - ___ __ WEST BANK- Z - - a _ _ -_ - : TYPICAL FROM STA 51+73. 00 TO 52+99 . 13 - - _ - BANK - _ WEST_ AND STA 55+06 . 55 TO STA 59+00 . 00 50 0 50 t - _ _ ILE _ PROFILE SCALE - _ PRo- _ _-_ _ _ ■ s _ _I i to _- _ __ - - _ HORIZ. 1 = 5U __ _ __ _- - __ - � a 9_3% Q 9 3% 11"9 6 ' 6 ' 6 ' CLASS »A" CONC. 48" STORM DRAIN PER ��' SECTION A-A EACH WAY 18" O.C. HAUN OAD S.D. EX. R/W PR. R/W �g CITY CENTER SITE ``l� VEHICLE LOW FLOW CROSSING PLAN 060018) GRADING PER MASS '� NOT TO SCALE z t 8 m m GRADING PLAN � w w z a z o z CONSTRUCTION NOTES _ z 6 w o �o o wo ¢ wo BGR 060293 (TYP. ),� D J , o I - z o� I ¢-�'--" co c3 ¢ �- �n �a_� � 0 CONSTRUCT VEGETATED CHANNEL B=109 . 00 , Z=4: 1 , D=10. 40 00 �- �cnE- � w afw¢ U0Qo� � C>. m ¢ rn N a R/W _ , -- _ w _ I _•--' �--� w� o v' 0 CONSTRUCT 4 . 25 HIGH THREE RAIL POLYETHYLENE FENCE PER DETAIL �n, cn cn =w co O✓cncn rn cP A = Of . _ c� d r z aO7��z z cn U) cn4 o z » °� 9h 2 ON SHEET 15 . I o + o ¢ I + + 00< + o¢ tom. w + oo¢ n r�i 24 SD (LN BB) w - ± I z O� J RC FC&WCD N cv ww� n w0f U 0 w o Lo Zz� + SEE SHT 18 �� S J 0 CONSTRUCT 3 CHAIN LINK FENCE PER RCFC & WCD STD . DWG . M801 xt + o - --�n w-�- /W _ � Lo mm E- x w w ¢ ¢ ow 0 2 x x _j •__ a , ��o R '"" "" 5 CONSTRUCT 6 ' CHAIN LINK FENCE PER RCFC & WCD STD. DWG. M801 _ , . - _ 30 f c, 4 P ; - .{.. . ;. -., y. , .+_�r -.r. . ....k. .. ..v t5 ai..�.'£. r...... i '�. .,a..1.�.,. ...,.,.-.n. i 01. Ya.", ::.' ,T „•,�,,,:. ,f , n, .r.5 . J FOR GRADING CHANNEL I .� 2.67 ' - _:.f,. , 0.... 6 : 7 . 87 .. :.. ..,.. r s . .z , �. . ,r ,, �. , . .. s ,,: 8 .. .., R . 3. , . _. ..4 �,. . , ,. ,� Gt, OR APPROVED EQUAL SEE SHEET 1 FOR REQUIREMENTS OF APPROVED _ .. THIS AREA SEE SHEET 10 ; U7a` 0 k, a r _ pP o= , �; -. - - ��^ � � F - r r r,.,: „. � � 4- � -' C� EQUAL) CHAIN LINK TO BE USED ADJACENT TO W I NGWALLS cntn 2 .69 .8. - -- _ - 27.65 x'z VARIES _ pE C� s w to A T _ __ - FS O 0 M = W A ! # APPROVED ED EQ i e E (car o 00 w r - d 13 CONSTRUCT PIPE SWING GATE PER RCFC&WCD STD. NO. M820 co 011 V 25' 52+51 .6'� �� - �� ' CONCRE LINING ,� ! t2 INSTALL RIP RAP PER LAN AND DETAIL 0 SHEET 15 N �, , `r? N rn 85 t t3 INSTALL PYRAMAT HIGH PERFORMANCETURF REINFORCEMENTMAT 50+00.00 PALOMA CHANNE -' x r 22 t3 PER DETAIL 85 ON O 95+24.58 NEWPORT ROAD �� o zcn o. + a\ 10 1p, z N z �, w x o o SHEET 18 (HPTRM) PER DETAILS AND NOTES ON SHEET 13 t2 �.,. ��. ` TRANS. 15' TRANS. + CD¢ _ t2 c" cpJ N _ wo✓ T 00 t8 CONSTRUCT 3" POLYPAVEMENT MAINTENANCE ROAD PER DETAIL & NOTES W - 4+8- -1 _. - o, .51' 53 �n mr- o r� �+� J g5 ,- �� ON SHEET 14 cn �- �= 4 5 pN z - o _ g5 OJ 22 INSTALL 72 LONG RHINO POLYTECH 1-RAIL YELLOW FIBERGLASS POST _: _ ""*--EX. 80 BASE WIDTH -ao PZL O DEC EARTH CHANNEL ` :: _ .``� H T 11 FOR A N000 46 ' 26 "E 12 PER aE 16 (N0 DECAL) PER DWG. 4-434� - rn RAD I NG CHANNEL THIS AREA �` �' t - SWEET �� 55 CONSTRUCT JUNCTION STRUCTURE NO . 1 PER RCFC & WCD STD . DWG . o 50+78.00 EX. PALOMA CH f : o=� _ _`3 °z° t 2 52+51 .63 0 CHANNEL �h ��, o 1 JS226 AND SHEET 23 22 CENTERLINE o o c� to ' - - N - '� 58 CONSTRUCT JUNCTION STRUCTURE NO . 3 PER RCFC & WCD STD. DWG . O�5L4Z P P�L. 0 --- �, 25 13 N ,, 4 �6i l�� 0 JS228 48 SD, SEE SHT . 19 - �f�� 1�3 10 o�� ;l 18» SD SEE SHT 19 10 �` 54 SD LINE S) ;6� �� -� . '9 85 CONSTRUCT MODIFIED JUNCTION STRUCTURE NO. 6 PER RCFCD & WCD __. -' ST DWG - - L „B„ Ld N - 45 29 10 TOE SEE SHEET 18 . -, a * - ,' R - _ ` :- \' `L rP, p , NO . JS 231 & CH 326 DETA I OMIT CONCRETE ,.14 ._14 k - =5 27.2 4 1 6 5 3 <` s N L AND ADD CUTOFF WALL AT TOE OF SLOPE . SEE DETAILS 30 _ - g TOP OF BANK 2 27.5 4 ", g2 k O CHAN ECD - - RIVEW A O < ` -3: . - ,; h - ��6 �, k SHEET 16 .a_ --ri �� k FS . a Ae ti _s ., t . ._ .ram.. R- , _.... ,. -.-m �.. ..,a ..,. :� k _ .a.. -.._, .,L ,,, �:,., .... __;.. ., .r... .r� "tv 7' 3 . _ems.... ..t - �::� ^^ , P. ., .. ..- .. -,. ,..4 ,.:. _9 ... ;:.,... ..- c� - _. >_ ,: t .-- - ,. .f +a�� .,` Yr t � t.. .y' �• O J, /� f R ST. �L' s. � 1. w F �' (^1 ate, .. ..k --.- a5.. ,r''� a !. 'Y: fi _ , x � . : _ ., H . , : � ., CURVE DATA TABLE fEX I ST. 46 __. - , F 1, SITE z .. !STORM DR I ___ _..__ -x _ „ __._.o-� _ _______ __.-Z _.____ _--- -_- _ -_r_._.---.---- ----__.___.N00 4 �.._-.-. _. ..__.:_--. .___ _. _. �_._ :. -- �o BEAR I NG jDELTA LENGTH RADIUS TANGENT = __ __ ,r, cn CEO t8 6 26 E 496 . 69 - _. . P - �,._. __ w � - 4_25 _-..�.___'_.___.__.._.__..------ - 1 32 45 17 317 . 28 555 .00 163 . 11 � ST. I VEtyENTS � MTV �'n+ • �'--' RC C& CWCD 424 N 0 `- -_' ' o � , may,•_ a 46 26 E 496 . 56 sCA�: p=5o' NOTE: ( � ;PER IP ' 0020 00000 oN� + oQ R/W * SEE LANDSCAPE PLANS FOR SEED MIXTURES c�� W z - s ZD' AYL I GHT PER > ? > f-��` Ln w� PHASE 1 MG PLAN AND PLANT PALETTES2. PR. R/W (BGR060293) 50 O 50 100 150 CSA APPROVAL j RECON E1�DED BY: DATE: o PLAN GRAPHIC SCALE ACCEPTED BY: �� 2,/ DATE: 0 Q PM 34275 COUNTY OF RIVERSIDE, C, .A. 145 gtESS1 COUNTY OF RIVERSIDE BENCI-NuIARK: DATE: 1970 ELEV: 1495.886 PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS .4 R'!Ai'IOIr< DEPABTIiBNT DIG6-ERT oQRot=ESS��9 RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL PROJECT NO. �� APPr� er 2.7 MILES SOUTH ON Ir�iftIETA ROAD, Ft�OAi THE ��' �� M.�r,.�<y WATER CONSERVATION DISTRICT STAGE 2 4-0-00111-02 m DIAL TOOL �' s �, 40M COLWY CENTER DRNE,SWE too H , CATHOLIC CHURCH AT SIAd CITY, 45 FT NORTHEAST � z ■ ■ ■ �Cuu►,CALFORNA 925s1-467g RECOYEAD� FOR APPROVAL BY: APPROVED BY: DRAWING NO. o_ No. 45702 '• 1�0�127- OF POwERPOLE 16193, 29 FT EAST OF IrfURRIETA w No.69395 , CON 5 U LTI N G 9516762042 • FAx 95L676.7240 • wwwAeF.com Exp. 12/31/06 ALAN D. FRENCH DATE AT BAST 7w D vs ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST w Exp.6/30/08 4-96 7 i ♦c eEFOAE YOU °� OF THE NORTHWEST COr�EFt OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. NO. 69395 STA 50+75 . 47 SHEET N0. ,J' ' FENCE, 2 FT NORTH OF A HATER DETER, 2 FT Ems. ATE: 6/30/08 !PE !11`` ` A� SOUTH OF A MARKER POST, SET A BRASS DISK �'41�c�F VI;��\P DATE t -Z -Z F CA RECOMMENDED:.7''89� AT IN A CONCRETE POST. �` �� IMF DESCRIPTION M. DATE DATE: �� ATE. �8 TO STA 59+00 . 00 3 OF 28 59 60 61 62 63 64 65 66 67 68 69 70 INFORMATIONAL NOTE I N PLACE A -_ __ __-_ _ _ NOTE. CONTRACTOR SHALL PROTECT ALL - - - - - - - -SECTIONS_ _ _ ALL X TAKEN UTILITIES CROSSING OR PARALLELING THE LOOKING DOWNSTREAM CHANNEL UNLESS OTHER WISE NOTED. _ _ OP OF_ BANK _ ' R/W LuLlA £ESS R/W 225fl _ 0 15 1 ' BENCH _ J _ 1 BENCH CL , - _ 112.5 112.5 _ __ _ _ _ MN S PEF 9S - _ _ __ - - - - - - -- 5 FENCE -9 - _ _ TOE=FL + 1 .00 4.25 1425 ____ ____ _ , _ 1425 �_ .25' FE IIP 060018 _ > _ __ _ _ F _ _ FENCE � - _ _ _ - -HGL- - _ - _ __ � CHANNEL I .5 �2 � I 6 FENCE 5 -_ _ _- x T- - - _ _ - _ - _ _ E I S I _GROUND Q0 _ �;�, __ � J MA I NT NANCE -_ - _ _ _ _ _ _ __ _ _ - a_Q ACCESS RD __ _ _ o 25 _ _ _ _ _ _ _ I 2 MIN FREE BOARD 1420 __ __ _ � � _ _, _- -_ - - - - - _- - - _ _ - _ _ _ - _ + x_ _ .: _ _ �N� __- 1420 ws _ _ _ _ - _ - _ _ - ,� ._00-15 - - _ . _ S=O,Dt115 : _ 18 _ OPE TO S.-.O__0Q-x _ _ _ _ _ _. _ EXIST. _ _.__ ___. ___ _ __ _ __ g _ w � o CL � OUI� SURFACE '� .• GROUND 1 o 1 1 _ _ _ _ _ _ _ ;z• I�.$ __ I?,gg _ _ - � 8.p3 _ __ . 18, 2 _ _ __ _ _ _ - - _ _ _ 0 2. 1 MIN FILL 4 4 1 .5: 1 MAX CUT _ - FE _ _ _ _ _ _ _ _ _ 8_1 .00 1 .00% 1415 _ +=�, ___ _ _ _ - - - _- _ _ _ _ 1415 (TYP. ) _ _ --' _ FL LINE -_ FLOW LINE �, 1 o No TO + w w O F \-FLOWL I NE z � z z '� TOUCH •o � _ _ ZONE __ �_ _ _ _ E) _ _ �- __ _ _ _. __ 5 15 38 54.5 54.5 38 15 5 - _ _ , _ 92.5 92.5 _ __ Q , _ { - sc - HYDRAUL 1 C DATA _ _ _ - 185 _ C"a __ - _ - Q100 - 4 -078 CFS E� _+cn _ __ __ _ cn _ _ + cn_ __ _ +- �__ _ - _ _. _ _ VMAX -= ,7 FPS _ _ _ _ _ _ _ __ _ CC? _ _ _ ' W PROPOSED PALOMA CHANNEL _56,32 __ __ _ _ _ _ , _ _ _ __ _ _ _ CROSS-SECTION zat - - - - _ _ __ - , - 170.44 V-EGETAT D CHANNEL VEG. HAN. 94. 77 . V€G. CHAN __ _ _ __ _ _ - 622.58 VEGETATE CHANNEL B 1 9 .{{�!0 Z 4.0. 1 , D 10.4{3 ___ - - - - �- - PROF I LED CHANNEL - FLOWL I NE AT - THE NO TOUCH ZONE LOCATED IN THE SIDE . VEG. CH SIDE SLOPE _ _ __ - - - - - -- - -- � CENTER � THE CHANNEL, ACCESS OAD POLYPAVEMENT SURFACES AND ALL _ H - - - _ _ -- TRANS- --FRL� _ . =_ TR_ _ __. __ ___ _ _ _ .__ -- __ __ - _ _ _.-_ _ __ __ -B -1-Q9 .00 ANS. :FRtll�t _ __ ___ POLYETHELENE FENCES & GATES TO BE MAINTAINED BY CSA 145 HANK 4: t; TO 2.58: 1 D fi0-40 _ -._2.58: -1---TQ--4: T __ . - - - VEGETATION, GROUND COVER TO MAINTAINED BY CSA 145. CHANNEL R W, _ A Ic CHAINLINK FENCES & GAT TMAINTAINED LINES, GRADES ES 0 BE BY RCF WCD _: 1 ___wE-S<T-- ANK __.__ ___;-��4:-__1_- -_. ----- ___-�11EST BI�PIK _ __ _ -_ ___ -_ _ _ - _ _ _ _ AT ST Y�EST ._BANK - _ SECTION A . 68 00 TYPICAL FROM STA 59+00.00 TO 60+70. 00 _ _ _ _ _ . __ _ _ AND F STA 62 41 TO 00 00 . _ FROM +77. 69+ P _ LE PROFILE SCALE _-= HORIZ GRADING PER MASS Rc� o _ o GRADING PLAN ° FS,I'T JyC h 9.3% ``a g 3% r BGR 060293 (TYP. ) O R/Nt�RCFC&WD / 6 6 6 6" CLASS »A»„CONC. ��' SECTION A-A EACH WAY 18 O.C. 8 \4$°D '26" _ h VEHICLE LOW FLOW CROSSING �� h ` NOT TO SCALE 28.46 \/ - ell" �° FS , � � TC \ CONSTRUCTION NOTES 18 ACC SS ROAD 91 ._.- 8 X4 RCB (LINE F �� 0 CONSTRUCT VEGETATED CHANNEL B=109 . 00' , Z=4: 1 , D=10. 40 ' 0 D 5 cv SEE SHEET 1 �"�� ~' #. a 9' ca \ q� FU TU 16 SD PIPE CONSTRUCT 4 .25 ' HIGH THREE RAIL POLYETHYLENE FENCE PER DETAIL Z �, �fL $.5 . x ^` HAUN ROAD S.D. PLAN \ 2 ON SHEET 15 &__4 $+w r. 12 5+4 . 0 2 �` �X �c` / � \\ R CT n 25 ' G ACC 11 AB MA I �lGE ROAD _ ° 1' 1 2$'�`0 10' 'n > 22 0 '� 5 CONSTRUCT 6 ' CHAIN LINK FENCE PER RCFC & WCD STD . DWG . M801 _ ° N49 S �, �� TRANS. C° 15 ' 0 z 2 Np ° .27 � � � Q v 24 SD LINE G O OR APPROVED EQUAL SEE SHEET 1 FOR REQUIREMENTS OF APPROVED U o 17 02 1 �-a TRANS. ( ) 28.70 F- N A o 0 o SEE S-IE 19 s , o �� EQUAL) - CHAIN LINK TO BE USED ADJACENT TO WINGWALLS Q R=442 . 5 0P a��9� OF � cr �� 1 /`i 2 t, � N � S2,�� C , L=131 . 6 �QP p -c .�- o� i . y, ® CONSTRUCT Q x- "o CN PURL -0 - A f '� �2 0 a =, RAW - 0 2 s CEN - + �, 2 3 PIPE SWING GATE PER RCFC &WCD STD. NO. M820 �' ��• �� r �" � 'ymN�f( � My r6 N °A� , �n "'" • rn 0) Cr 0� 12 8 S 12 INSTALL RIP-RAP PER PLAN AND DETAIL ON SHEET 15 cc 2 95 4:1 �` rn + TOE 65+ 2k� CCU ? \ t3 INSTALL PYRAMAT HIGH PERFORMANCE TURF REINFORCEMENT MAT TOE �6' k o �`• 45'0Q22 ON �` 9 CiTR9 O HPTRM PER DETAILS AND NOTES ON SHEET 13 Fs 1, 1$'w w z o� S qp c ) �� y� tiF T /y t8 CONSTRUCT 3" POLYPAVEMENT MAINTENANCE ROAD PER DETAIL & NOTES N �22'S0 NA9 yG� r, ' ��y . N TOP OF 28.85 ^1 ��o F�`, 4 � _ � \ O ON SHEET 14 0 ,� < BANS x �8 " '�6 Zy �s -Ao� W FS c' A. 22 INSTALL 72" LONG RHINO POLYTECH 1-RAIL YELLOW FIBERGLASS POST. Q 22 , 1,5• 2 18 ��o a `. '� x a? `� ° ON 8S \ a NO DECAL ^/ `�,J 10 S. CS \_� 1� ,/,< `y \` ".r.... 0 ..i"} f ,, ` ' . . w ,•: �x°p F y°. ---- �O °` ` ( ) lL 1 PCCIL-13 13 k\X ; ,�x;, ' ° '•" p gym ' " ,• ,�° , - 85 CONSTRUCT MODIFIED JUNCTION STRUCTURE NO. 6 PER RCFCD & WCD � SEE �x P� y, cr° =48 °26 ' v X �1' �. y' STD , DWG. NO. JS-231 & CH-326 DETAIL B , OMIT CONCRETE 22 FpR fl ., 1 -- !' S _-. _.__ L=3g8 2 h \ CHANNEL AND ADD CUTOFF WALL AT TOE OF SLOPE. SEE DETAILS -I� Ox22 5 - -` : --- __ ___ -- -., '� 9 �p SHEET 16 6 TYP s - . ..G ---��--- �� w " f00 -r�- "" 0=48 50 26 , R-442. ° ^ C,� 91 CONSTRUCT HEADWALL AND W I NGWALLS PER CALTRANS STD . D84 ILA 5 ON . . pO ,. ;n �' FRET 16 12 21$ ACCESS ROAD 18 �� ,�... �� 4 h N N U' NX , , RCFC&WCD �, T 'o Ag s9 DAYLIGHT PER / 2 ` ,..,. ,. ' o � ,�"� '� o 7�t W -- }�-`� Z�$ PHASE 1 MG PLAN R W `. '. `. `, 7 ry� �s N , x -( Ij 1425)i, 1a'�1 (BGRO60293) �` . ."�..} `� 5 2g AS CURVE DATA TABLE z N �., ul ,1g$• - N , 2(31 DELTA RADIUS LENGTH TANGENT w , C� .-� 'o �►o N . 1 0=17°02 ' 27" 555 . 00 ' 165 .07 ' 83 . 15 ' So 0 50 100 150 0 R.66 O O N °02' OS I C '� =17 9'� �Zy 'o o� PLAN. '22 3� o' `V 2 0=48°5O ' 26" 579 . 50 ' 493 . 98 ' 263 . 12 ' R/W u: v�:` 48 �T 1 �,ZOS $ �cn o Z 'Y' O _..___w... GRAPHIC SCALE W Qp 692 50 0�0� ��fy NOTE: CSA 11PPROVAL•_ -- 04„ R. y �� p-17°02' * SEE LANDSCAPE PLANS FOR SEED MIXTURES OO AND PLANT PALETTES RECOMMENDED BY: DATE: Lo co . . PM 34275 ACCEPTED BY: /�,/ DATE: COIMY RIVERSIDE, C.S.A. 145 z `fESSi's COUNTY OF RIVERSIDE DIG BENCI'N�IARK• DATE 1970 ELEV_ 1495.886 , PLANNING ■ OES10N ■ CON®TRUCTION REVISIONS a o F ••�.. �� 9� PALOMA WASH CHANNELTRANSFORTATIO PRo.ECT N0' Q ot=Ess SIDE COUNTY FLOOD CONTROL AND DlPARTI�M? a WATER CONSERVATION DISTRICT 4-0-00111-02 r F AP�IgVm e,r• 2.7 MILES SOU H ON MURRIETA ROAD. FROM THE �, , ti STAGE 2 . o tow,rou. � �' s �, couNrr ca�re�owe,sure,00 CATHOLIC CHURCH AT SUM CITY, 45 FT NORTHEAST ■ ■ ■ RECbN Q10ED FOR APPROVAL BY: APPROVED BY.. DRAWING NO. , No. 45702 /• •0 1��?27- OF PONERPOLE #16193, 29 FT EAST OF MURRIETA 7 c9 c 925�-� . ,j, No.69395 ,,, CONSULTING 95ts�eo42 ■ FAx ss1 67s.724o •.www1�BF.00m _ Ex p. 12(31/08 ALAN D.. FREN5H DATE AT LEw w o DAve ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST � Exp.6/30M8 � 4-967 � ♦t * °�You OF THE NORTHEEST CORNER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. NO. 69395 _ 'f!l / [t ` FENCE, 2 FT NORTH OF A WATER METER, 2 FT EXP. ATE: 6/30/08 SHEET NO. Q '1 + SOUTH OF A MARKER POST, SET A BRASS DISKCIVIL R�•P STA 59+00 . 00 a E OF C A��E RECOMMENDED: - , T IN A CONCRETE POET. OF CAL�� DATE: rff DESCRIPTION . a►1E DATE: t 2 o DATE: Z"rf-Zoos TO STA 69+00 . 00 4 OF 2Fo 8 -q 0. o 69 70 71 72 73 74 75 76 77 _-___ ____ ___ ____ - INFORMATIONAL N NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL - - _ _ -- ___ _ - OTE - - ALL SECTIONS TAKEN N THE - - - - - - _ - _ - UTILITIES CROSSING OR PARALLELING LOOKING DOWNSTREAM CHANNEL UNLESS OTHERWISE NOTED. _ t - _ -_---- - -.TOP OF BANK ACCESS ROA E�4IST IdG GROUND - - _. - _ _ CHANNEL _ _ _ - IS TING, - _ __ R W 1425 _ _ _ _ EX I T I NG GROUND - z _ _ L _ _ -_ _ / 225 1 ' BENCH _ _ _ _ __ 112.5 112.5 _ _ IMPROVEMNTS PER _. _ - ► _ Q _ ___ HAM N - - _ _ _ -_ - 5 4.25 TOE-FL + 1 _00 - _ _ 4.25 _ _ _ - - �.�-- NIP 060018 - - - - - - __ _ _ _ _ , 2 1420 -- _ _ - _ _ � - _ _ _- _ __ _ - _ _ _ __ _ _ _ _ _ ENCE� FENCE , - - _-_ _ S=0.0015 _ _ _ - __ __ 1420 .5 I 6 FENCES MA I NT NANCE , ACCESS RD 5 FUT. CURB 25 2 MIN FREE BOARD 21 - 2� 2% & GUTTER IS DLO_. NNE : - - _ _ - 1415 EXIST . is uT. SWK. 1415 18 14- _ GROUND _ - • CL Lo OPE TO a_ o 1 SURFACE 4 4 � _ _ � .00 11 .00 2: 1 MIN FILL -- -- 1 .5: 1 MAX CUT 1410 - : - 1410 1°o�uCNo A �oF (TYP. ) - - _ ZONE + HYDRAUL I C DATA 1�77. 4,078 CFS 5 15 38 54 .5 54.5 5 38 15 _O EPS - - 92.5 92.5 - - - _ _ _ - _ - 185 8E#3.00 EGET�4TED -CHANNEL 109-.OQ. Z-4.0 D-10. 40- _ PROPOSED PALOMA CHANNEL CROSS-SECTION - - - - PROFILED CHANNEL FLOWLINE AT THE NO TOUCH ZONE LOCATED IN THE _ CENTER OF THE CHANNEL ACCESS ROAD P __ OLYPAVEMENT SURFACES AND ALL - PROF I LE SCALE _ _ _ _ POLYETHELENE FENCES & GATES TO MAINTAINED ' � INED BY CSA 145 HA_ C INEL IL _ _ R _ _ - __ _ __ � - _ -- __ _ _ _ _ _ _ __ _ _ i VEGETATION, GROUND COVER TO BE MAINTAINED BY CSA 145. CHANNEL R/W, HORIZ. 1 50 - -- _- - ,. - LINES, GRADES Sc& C A I NL I NK FENCES & GATES TO BE MAINTAINED BY RCFCWCD VERT. : 1 5 - -- - _. - - - -- r 74+00 _ __ • Zt"'9 4 - -.- --- . . __ _44_ -- _: :z CEC&W D 3 41 442" STORM DRAIN PER _:::. . Z TYPICAL FROM STA 69+00 . 00 TO 77+00 . 00 H RQA_ 1429.74 - _ & $ - _ CURVEA L 50 0 50 �429.70 - - _ _ - 0 DELTA RADIUS LENGTH TANGENT _ 8 CURB _ _ 1428.78_ _ 1428.51 1428.75 (..)< _ , ' X_ HAU & GUTTER TC - ~Q1 0=00°57 ' 18" 900 . 00 ' 15 . 00 ' 7 . 50 ' OAD R/W R/W - - x `n L=16 . 8 X_ S ACCESS ROA 18 =1� AN So .'�- `, ;�"� K ":.: ,'c --,r,�. -; k ";< ,�t'a'bat „y;,'�s'=' e :.,,Q. n � �z 4 _ f- r Y'Y t ui v 1k .k ,Y.. <y ,.'.d� { '-0 Y o-. x , a ... . # .. a 5 ..., '�...,. k ., ,... � .... _a � �r4-.•V+ .- .A .� rp a� ,�' $t- 9 �' Y ;-..� . ,ri `� . ra :�,. a r �. +.. :ra, a a ;.,.r .� � ,. ?h 0 .t .: .. x. y a. .. �: n: e Y s R ., , .. +.. _r.it, ...,. ..,.:. .. .rY. a�" .,'3.t 6.. 1.# �� e 'i _. � ., 'Y'9 f � 4 x , .d'" 4� ,, `h "d' r , i z- .. :. 1r:e: _ J'"' ,, << 'r '7,o^ ;r .v �j t � '' a F a �` a�',� i _ - s- �.5' .- .> xV z - .� �*" a- _ �� $" F- ,l :! �" ,: � ,. � .f s �r� J� �� 'S" ;�' T".d� r ;�X t � '-t.. ,., x.- d*,.�y, _.> .y.� s ; •c.q - �a k-,F.z.. .tea .a, ." » ;t rr-.�.s:�,+� gis's" r < +'a.k r .,�; + v.45 CSC&WC F � n� �, �� - �,�' ' ,� �` ,� ` 2 R/W TOP F BAN f<t y a N 4: 1 �� 00 FS o0 30. 5 2 CONSTRUCTION NOTES ,o sSCONCRETE LINING FS � - °D SHEET DETAIL 85 N, � 'i^ 4: 1 00 0 CONSTRUCT VEGETATED CHANNEL B=109 . 00 ' , Z=4: 1 , D=10. 40 ' CONSTRUCT 4 . 25 ' HIGH THREE RAIL POLYETHYLENE FENCE PER DETAIL °° o TOE t 2 2 ON SHEET 15 Q �? U. oI d Z o w D V42 SD (LINE D) w CONSTRUCT 6 ' CHAIN LINK FENCE PER RCFC & WCD STD. DWG . M801 o - ci + + + - D o S. SEE SHEET; -' o �? OR APPROVED EQUAL (SEE SHEET 1 FOR REQUIREMENTS OF APPROVED 00 0 o0 o 00 N + �l o EQUAL) - CHAIN LINK TO BE USED ADJACENT TO WINGWALLS 0 _� 711 a, 74 t t2 INSTALL RIP-RAP PER PLAN AND DETAIL ON SHEET 15 0 ^ N00 10 52' W ^ 1 ? NO $ ' 26 E -� t8 CONSTRUCT 3" POLYPAVEMENT MAINTENANCE ROAD PER DETAIL & NOTES � CHANNEL 0 ON SHEET 14 of CENTERLINE W N �I � , '•Y..�4, o CONSTRUCT MODIFIED JUNCTION STRUCTURE„N0. 6 PER RCFCD & WCD Q `V t2 ��' TOE � N STD , DWG . NO. JS-231 & CH-326 DETAIL B , OMIT CONCRETE N c� CHANNEL AND ADD CUTOFF WALL AT TOE OF SLOPE . SEE DETAILS SHEET 16 . o - 85 CONCRE L N N : < � : 36" SD (LINE I PER DETAIL 85 ON 00 29.45 0 2 4: 1 SHEET 16 SEE SHEET 17A _ 0 29.9 TOP OF BANK 4: 1 r�FS o=00°57 ' 18" FS ACCESS ROAD is F0.35 2 '' oo �tf��gg''- 5 Y'' !y s'ly."h• .'.£?!t o 'rv4 .�4 <4 ,ro"�.F'?., A :.50 .t-;k.. #k. $•... - - "F m a- E -'i. - ..-.. a �.. .. R - k _ .Fl. $.. � � -}.-2.,. e.---.. _A .v �e S r' �. �. 4`. +., , . � y a � a s: .,. ..S nF. "k s a � ,.tip fie., d. k .i�..'d-- .75 s i tQ'n i.ro. .a.. $e:,fh....ku �1. F.i .' .Fx. ise. .-,.o,. ..r9 :�` 3�. ��. t S Y k. „tT o ,. , x. ti� a tr"' I �'.d�, r r b .�e. ..., ..ti.. .., �, ,� ..r t ..�c s4':',a'4+ r. t 4�� x,:�2 �.t`'7m`:n r�� z'a.,.tt �xrj v ^pv ;c,��`t.,. N u y, R/W �- 0 46 6 E 610 1 7 Y. _ � �b �. �� y � , o R/WQ 142 9 - ------ - ----- 2 4" SD (LINE 1-1) Ln 5 O - _ SHEET 17A N p SCALE: t"=50' I I z p N000 10 ' 52"W 174, _� 0=00°57 ' 18" -�' ° * 41 , - 41 Z CF.,C&WCD NgQ,. 46 26 E 610. 17 Q O 0 R=762. 50 ' R/W DAYLIGHT PER �' �, PHASE i MGF�PLAN L=12 . 71 ' -- -- (BGR060293) So 0 50 too 150 0 J Q Q NOTE: GRAPHIC SCALE > F_ * SEE LANDSCAPE PLANS FOR SEED MIXTURES Z Co a � AND PLANT PALETTES CSA APPROYAL• RECOMMENDED BY: DATE: o i 0 PLAN PM 34275 ACCEPTED BY: �� e.::TT� DAM o1-23-0� Z OMINTY OF RIVERSIDE, C.S.A. 145 i fESSli COUNTY of R IMME DIGS-ERT EENCI-�1�IAW: DATE 1970 ELEV: 1495.886 Q PNNIN6 OESIGN CONSTRUCTION o v• F ! TRANSposrAr�o� �o R� J��,91 REVISIONs RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL PROJECT NO. �. WATER CONSERVATION DISTRICT 4-0-M 111-02 00 MNIWVEn SOUTH ON MU2RIETA ROAD, FROM THE �� 1, F STAGE 2 ti s' �'�' CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST s yG% ■ ■ ■ 40M COUNTY CENTER DIVE suTE 1W RE�DED FOR APPROVAL BY: APPROVED BY: DRAWING NO. o No. 45702 l� lie•o 1-i0�?27- OF POWERPOLEE #16193, 29 FT EAST OF YURRIETA Q> NO.69395 rn Exp. 12/31/O8 �' ALAN D. FRENCH DATE ''' P m CONSULTING s6tc7ceat2 • Fax s5ts7s�24� - wwwJlBF.can 4-967 i �e AT LEw T�ows ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST � Ex 6 -o �/ I �c * you°� OF THE NORTHWEST (DER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. NO. 69395 h FENCE, 2 FT NORTH OF A WATER METER, 2 FT EXP. ATE: 6/30/08 SHEET NO. Q 'lE OE C t►�tE®�� / OF CM� IN A ATE MARKER POST, SET A BRASS DISK J>' OF��t��\P STA 69+00 . 00 a- RECOMMENDED. �9'it� DA DATE_ DESCRIPTION MTR. JA DATE: t : o� DATE: Z-Z -ZtO6 TO STA 77+00 . 00 5 OF 28 174cldW 0 77 78 79 80 81 82 83 84 85 86 87 88 INFORMATIONAL NOTE ALL X-SECTIONS TAKEN NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ - - __- - - -_ LOOKING DOWNSTREAM UTILITIES CROSSING OR PARALLELING THE _ CHANNEL UNLESS .OTHERWISE NOTED. 117 RW WESI- _ _ _ 225 ACCESS 8°� - 3 _ _ - ACC GOAD: _ TOP OF BANK 1 BENCH - TOP OF BANK - _ _ ACCESS ROA 1 BENCH , CL , . 0• - _ - _ _ - '�` _ _ _ 112.5 112.5 I MPROVEMNTS PER 31- ACCESS ROA .7 _ _ _ , HAUN RD PLAN _ ' FENCE 6 5 4.25 TOE=FL + 1 .00 4.25 - - _ 1 .38 - _ - - _ _ - W ENCE�2 FENCE IP 060018 - - _ -- _- -- - - - __ EX I ST I NG G _ .5 - � lior ENCE 5- _ _�1 . _ - `----_- MA I NT NANCE , _ _ _ ? _ - 5 FUT. CURB + _ _ EXISTING OUND > _ _ _ J a ACCESS D - EADWALL - __ - - _ GL1 __ _. - _ _ - - - - - _ - _ & GUTTER - _ - _ _ @ CHANNEL __ ,�, _ 25 2 MIN FREE BOARD > ___ _ _ _ _ 0 2� 2% 21 _ _ _ _ � _ _ - EAST_ACCESS._ROAQ _ � Ft N __ __ ___ _ - _ _ _ - �_ _ _ _ W 1425 _ .-. TOP of BANK _ N a-«� _ - - - - - - _ � S _ __ TOP OF BAFznACIA , �Q �7 _ - 18 UT . SWK_ EAST--ACCESS- A - _ N_ _ __ _ _ + cv g EXIST. J _ (TYP. )_ _ cy 18 - _ - -. - + _ N__ _ _ _ GROUND _ __ HE ALL + __ _ _ _ _ - ao _ w w ' CL OPE TO _ __79 _4.0.44 _ _ cy _- 1 0 1 + ,_N + N ____ _ _ _ _ _ _ _ - __ __ _ _ ___ __ _ o_ o SURFACE DWY: A -OAC - colt ___ _ _ - _ : _ - - - o - _ oa cad crs a - 42 RCP - _ _ _- _ _ y 1� 2: 1 MIN FILL _ - _ __ - '9� 1 .5_ 1 MAX CUT 1420 _ _ _ - _ 1420 0_:00 y - _ __ _ _ _ _ _ _ To (TYP. ). L TOUCH -PL .O ZONE �.o Q .� o _ _ o _ FLOWL I _ @ r�F w - _ o F- o - U : cn a_ - 5' 1 38' 54 .5' 54.5' 38' 15" 5' 1415 _ 5 J _ _ _ :: 1� W__ J - J -� o __t _ - _ - w a- _oc� w z z _ _ z rn z _ _ _ _ 92 .5 92.5 __ o _ : _ _ _ - - - __ ___ _ __ _ _ _ _cry c - _< Wiz.-► w r,_ cn V) +- ztLtE o __ _ o -C7of1` _W Q - E1 Ljj oE3J _ - O om _ � v m �__�,w _ m L,_ flC� 4-L w _ w o F- F- _ � ,� o PROPOSED PA INA CH NN& _ c� _ •-_ .- _J- _ > w NSQ _ _ - _- ^ _ __ __ _ HYf�RAUL I C DA:TA _ _ __ _ _ + PROF I LED CHANNEL - FLOWL INE AT - THE1� TOUCH ZONE LOCATED IN THE _. _ ._ _ __ c4 �____ _ _ co _ _ _ __ _ _ _.__ _ _ _ _. ____ ._ _ _ . - _ __ _ _ _ -_ _ _ R F THE CHANNEL ACCESS ROAD POLYPAVEMENT SURFACES AND ALL n �J _ - _ _ Q1oo= ,0_ CI=S _ _ 00 CENTER 0 , - - ca - _ a _ 00 POLYETHELENE FENCES & GATES TO BE MAINTAINED BY CSA 145 CHANNE -- . - , z N J - _ _ _ _ - ___ - l� N cfl - - + .t_ + F- + F- \tMAX 5.$ PS _ r N � _ � _ o ,o o , o __ _ _ -_ -__ __ ___ - __ _ _ _- - __ VEGETATION, GROUND COVER TO BE MAINTAINED BY CSA 145. CHANNEL R W, + + _ +. o _ + _� m .� , m LINES, GRADES & CHA I NL I NK FENCES & GATES TO BE MAINTAINED BY RCFCWCD _ _ t w a� - - o - _ _ __ _ Q _ - __ -- - __ _ 4 7 VEGETATED : HANNE _-8=109. - __ =4.0-- 1 -1 q -: �- _ F-- 76 66 30_ 4© SEE SI+T 1:-1 44 _50 89 . 13 - 56.32 9 77 56 3-2 _ _ 90 9C L 00 Z D 0. SECTION ..AT STA . 85+00 __ Tl TRA . TRANS CULVER TRANS. TRA V 'VEG. t/EGETAT fl - - - _ NS - EO. UHAN, - _NEC. CHAN. VEG. CHANNEL CHA _ CHANNEL FIR FROM r TO_ BE MA NT.----FROM FROM B=I09 .00-- SIDE SLOPE B=1- . 9 .00 -- S LpE SL E TYPICAL FROM STA 77 00.00 TO 77 71 . 00 Y R T - -_ - _ - - - D p.40--- TRANS-'C _ _ - _ _ T F - _ + + 6 1.09.Q0,_ ____4___ _2. _1 TO: - _.__ _ ___ __. 1JERT__ ____ _ .2._1__ __ __.__D -4 iQ-4�3- RANS_ FROMAND STA 83 51 . 59 TO STA 88 00.00 - _ ,_ _ _ • _ 50 0 50 _ _ _ _ _ - _86T __:SIDES DES _ _"-D. . 10,.40- _ 60T _ _ BOTH BOTH- BOTH BOTH SIDES BOTH SIDES -BOTH S I D S _ SIDES SIDES SIDES SID€ PROFILE SCALE _ _ - - - - PROFILE' -- HORIZ. : 1" = 50' wz - -- - _ , - - - -- - - - - - -_3� 9 - - _ O_J �- - -i - - -�► - .- �--� co ,� a N rs - 36'=.--STORM DRAIN PER �r--_- 6, 6 6, J 3�_.�._;.-N_ - -- --f��- - - - - w z CLASS A CONC. �c -- _ _ - � - _o W/ #4 S @ 18 O.C. _ . 3 coo+ ,<c - --- 00- _=o'a =o'a�s �o_z �-1AUN °ROAD SD PLAN - c oa_a- - q- - -= __._.�-_a_._. __u.._ _ .: - - --- - 24 STORM DRAIN PE SECTION A-A EACH WAY �- w C' --gyp,, g w �,_.. to a, o�- T p• rn cn cn N f�Attf�t 3m =AlN _ o '�- VEHICLE LOW FLOW CROSSING Q c�� or- wo= •6 wo= zzcn �,--, .n o z oo-o 29-82 zcv V)w� - z�v 2 •�� '� c , „_.�,z 00 cncn HAU 'GOAD S PLAN + o oQ _ "'� CFC&WCD IP 060018 3-r F- o_ NOT TO SCALE z� + o=o¢ In. z�P 06001 � zz� �, k R/W - U) co - + o Q wf- --- __ _ o a0 w _ ,. + � `�' o z o 00 ao r-�t- w o '`' S _ __ _ o CONSTRUCTION NOTES R/W _ � ; ' 26 E 1 100 . 00 - �-_ _ � �100 46 �-- o 18 a, : 22 t t CONSTRUCT VEGETATED' CHANNEL B=109 . 00' , Z=4: 1 , D=10 . 40 ' • O :. R , PER iPO6001 � . x �, . v . w .,_ . t , u � � ,r < ,.. � :.a.�: ... ... t.. ....� ,...z ... ... _ ,... - ., ,>. r, .... <. ,f .. .. .. .. _- x. ;.. t,. , ,. ,. ., n .. .. ,e .. .,. ., ., ,. .. S".- , - '._- r 5.. .,. .. .a. a - to . ._ .x C _; , w -. -.. .. ... v .. • ,. <. .i _ r .. zr t. .: : .. ... �;' .+ a s , HIGH THREE R I L 2 T 4 25 L 30.761 CONSTRUC � 2 � � � °30.64 !'" �� :__ _� �;+ � � `�° 2 ON SHEET 15 4 31 . 1 + 85 �- N 1 , 00 + - FS-GB I - DRI AY r ` , + TYP a= t3 00 TOP OF BANK FS 2 T2.3U o 13 �5- 4: 1 oo O5 CONSTRUCT 6 ' CHAIN LINK FENCE PER RCFC & WCD STD . DWG . M801 CH 00 /i. 30 SD (LINE T) r7 PER 36" SD LINE M '' PER SHEET 2 OR APPROVED EQUAL (SEE SHEET 1 FOR REQUIREMENTS OF APPROVED ^ 7136; o 54» SD 9+1 oI ¢` ACCESS RAMP 3 k` SHE 20 EQUAL) - CHAIN LINK TO BE USED ADJACENT TO WINGWALLS E Ln 12 SEE SHT w -1 I SEE SHEET 15 7 PER S ^ s CONSTRUCT T N I FOR DETAIL CONCRETE LINING s5 TOE o CONCRETE LINING' 85 o Z ' � N j , PER D TA I L 85 ON z = W o t 2 PER DETAIL 85 ON 0 CO0 + o + 10 TRANS. 15 0 TRANS. + 12 f SHEET 16 ^ _ z �� SHEET 16 PIPE 0 0 .SWING GATE PER RCFC &WCD STD. NO, M820 _ ° 6 ' �_ N00°46 ' 26"E 83 84 - 85 Go o t t 2 I NSTA L R I P-RAP PER PLAN AND DETAIL ON SHEET 15 � v - uF 16 1 1 w o v 1O3 INSTALL PYRAMAT HIGH PERFORMANCE TURF REINFORCEMENT MAT a✓ _ 6 8 Hx 13 W RC , c 82+52.88 �- In WINGWALI-S .fit PARAP TS , - i q CHANNEL � �z . . . _ �.. ��. oo _ - - v (HPTRM) PER DETAILS AND NOTES ON SHEET 13 "' CENTERLINE �� , �,� BEGIN SLOPE L o SEE SHT. 11 B & 24 + f° oo W_ TRANSITION `n 16 CONSTRUCT 6-CELL 8 'H X 13 ' W RCB CULVERT PER CALTRANS STD W N •i :fW + of ACCESS RAMP 4 ~- o - N 12 •I SEE SHE 15 U Zz �� + 3, PLANS D81 &„D82 AND SHEET 24 Q ` t3 FOR DE IL N w� TOE 25' TOE LO N 18 CONSTRUCT 3 POLYPAVEMENT MAINTENANCE ROAD PER DETAIL & NOTESEn 0 2 ( ON SHEET 14 , 00 `n , - 2 w _4 - '�31 1 5 »l t 3 22 INSTALL 72" LONG RHINO POLYTECH 1-RAIL YELLOW FIBERGLASS POST oft G FS-GB I TYP M 31 .85 4: 1 (NO DECAL) a + Go UNCTION STRUCTURE NO 1 PER RCFC & WCD STD DWG ,x,. + s 2 TOP OF BANK 32.30 59 CONSTRUCT J b 32 S i. �' F nh t' 6 t, J . ... ri.. � ♦ .".. .. N ,_ .. .. .. ... ..1. r ... - .h r a., a- V .. W tl$ k s n .. „ f" ., , t. .. .. ._ .,- <. .:. a .. :< .. > _ ,r A - 3 ::. ;. _. « 3 .> , r s:; .: _ 5 -: e. .. .: I' .. , fly _ , r r_ .J ,. ,. _ V .r v. .a c w 1'. ,1 .. .. , .. .., .' _' .. .. � s ., x. .. . :. .. , 22 R/W 00 46 26 E 877 .09 '� } _ �� s� ;� � �. .. , 64 CONSTRUCT JUNCTION STRUCTURE NO . 6 PER RCFCD & WCD STD , DWG . 3 RIV W Y 22 o W NO JS-2 z r ..._= 31 W W FS-GB APPR A H ' _ wo o_ z 14 0-- --�--- - R/ Q O 0_o w �,__, ACCES 18 ooy- wo ° '_. ?. � y %CFC&WCD � 85 CONSTRUCTMODIFIED JUNCTION STRUCTURE NO. 6 PER RCFCD & WCD �, 5 PERL PL co oF- ROAD Q,J� ��-• N0046 26 E 865 . 03 _ , - _ _ v)uj _ "l _ STD , DWG . NO. JS-231 & CH-326 DETAI , OMIT CONCRETE o + v� o „� --•�� w��- --�� '� cn�_F-r_ of- -��---*- - �1-----� - --C....;��-� - �: � R1w * * N o �' w + l0•'�105 W 00 + It + oa o�Zv) 00 v1� woo - - V CHANNEL AND ADD CUTOFF WALL AT TOE OF SLOPE . SEE DETAILS Z +'+ z� .....,.. +� ^ .f21 , „W N ^ ..w z� + wWa� `± z� N�o� `� SHEET 16 . Q 25 z N wF- 6 m MF- 00 wF- 'Q J~" DAYLIGHT PER + U NS9 21 4 5 E rn �.� z o z. + PHASE 1 MG PLAN NOTE: N00°46 26"E �z �� + -oQ "' * SEE LANDSCAPE PLANS FOR SEED MIXTURES _Z t� .92' �I o= ow r�z zw wn (BGR060293) 00 0 Q N00 46 26"E �Qw�N89° 21 ' O5"W s cn� F-Q� 00 W WF- 134 .97 ' La =o'�d�5 W ��a ANQ PLANT PALETTES pfC i RCFC&WCD cno' ,30» wa✓� f scALE: 1"-50' i i 71 o R/W w�• PER IP 0 19 �o� _ PLAN - U) CSA APPROVAL: L O,=a I 50 0 50 100 ._ -; 150 i RECOMMENDED BY: DATE: LA PIEDRA PM 34275 ACCEPTED BY: ��,� �✓ c� / DATE: -z3-o, / GRAPHIC SCALE COINTY OF RIVERSIDE,' C.S.A. 145 a COUNTY OF RIVERSIDE BENCHMARK: DATE: 1970 ELEV: 1495.SSG PLANNING DESIGN ■ CONSTRUCTION REVISIONS G�-E QROFESS� RIVERSIDE couNTY �ooD CONTROL AND PALOMA WASH CHANNEL PROJECT N0' ® p• F .I� pp ,TpK Di RT �o M �q� WATER CONSERVATION DISTRICT 4-0-00111-02 �� ► ' �� DULIUL 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE �� ls Fyn, 4� ��xq STAGE 2 1-1 no y f CATHOLIC CHURCH AT SUN CITY, 45 FT NORTHEAST �., Z ■ ■ ■ TBIECULA.CALFORNA 92W F46N RECOMMENDED FOR APPROVAL BY: APPROVED BY: DRAWING NO. No. 45702 '• 1-�� OF POWERPOLE #16193, 29 FT EAST OF MURKIETA w No.69395 m C 0 N 5 U LTI N G 95t676AM • FAX 95L676.7240 - wwwfW.com 4-967 0 d Exp. 12/31/08 ALAN D. FRENCH DATE ATLEJIif7>NOtQAll3 ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST oc Exp.6/30/08 `' CAST- I N-PLACE RCB `� ♦c * You ono OF THE NORTHWEST COFNER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. NO. 69395 fit' � FENCE. 2 FT NORTH OF A WATER METER, 2 FT Q EX. DATE: 6/30/08 SHEET Q !mil 111 t s6W SOUTH OF A MARKER MST, SET A BRASS D I SK ql CIVIL �� E lE �Zry� OF \� STA 77+00 00 OF C A� RECOMMENDED.- A IN A CONCRETE POST. �' DATE DESCRIPTION APR. DATE DATE: : • DATE: Z•27-Zoog TO STA 88+00 . 00 6 of 28 q4cl - 0 87 88 89 90 91 92 93 94 95 96 97 98 _ INFORMATIONAL NOTE NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL - - - - - UTILITIES CROSSING OR PARALLELING THE _ _ - - - - ALL X-SECTIONS TAKEN _ - _ LOOKING DOWNSTREAM R/W CHANNEL UNLESS OTHERWISE NOTED. _ : - _ _ R/W tld - _ __ - - _ _ 1 ' BENCH CL 1 ' BENCH 112.5' 112.5' �, FENCE IMPROVEMNTS PER HAUN RD PLAff 4.259 TOE-_FL + 1 .00 4.25 Z_) -_ _ _ - _ _ � ENCE� FENCE I P 060018 ( -� . 5 6' FENCE 5- _ - } MA I NT NANCE 5' FUT.00URB '` - _ _ • - _ CC€SS_ROAD _ �Q 25 ' ACCESS RD --� 2� 2' MIN FREE BOARD 2% 21 ► & GUTTER f P OF BANK/ WS y- CCESS ROAD �UT. SWK. Am -GROUND 18 d- i 18 EX I ST LNG GROUND 1_ - - _ - - wo o CL w) 1SLOPE TO __ GROUND SURFACE _ -1-iGL1 t30 ®-CHAIdidEL �. . ' _ _ _ _ - 4 0 4 a. 00% 1 .00% 2: 1 MIN FILL r 1 .5: 1 MAX CUT - - o _ - _ _ _ - 1425 0 _ 1425 ,�o� 10' No Tod. (TYP. ) TOUCH ZONE per F,Q S=O.O 15 F` 15' 38' 54.5' 54.5' 38' 15' 5' 1420 0 _ ti� O 1420 92 .5' 92.5' 185' - Q __ __ - - _ _ _ - fl - - _ 10 PROPOSED PALOMA CHANNEL __ as - CROSS-SECTION 1415 _ ___ __ _ _ _ _ _ - _ cri 1415 PROFILED CHANNEL - FLOWL I NE AT - THE NO TOUCH ZONE LOCATED IN THE - _ CENTER 0r THE CHANNEL, ACCESS ROAD POLYPAVEIuN=NT SURFACES AND ALL POLYETHELENE FENCES & GATES TO BE MAINTAINED BY CSA 145 CHANT VEGETATION,I ON GROUND COVER TO BE MAINTAINED Y A 14 . � � EGE B CS 5 CHANNEL R/W, I S GRADES & CHAINLINK FENCES & GATES TO BE MAINTAINED BY RCF W LINE C CD =4.0_ 1 _ Q-_10.40 - - 900_ao VEGETATED_ CHANNEL _6-_�_os .oo , z , SECTION AT STA . 93+00 . 00 - _ HYDRAULIC--DATA - 1 - - _ _ _ - _ TYPICAL FROM STA 88+00. 00 TO 95+00 . 00 - 4 -078 £FS 50 0 50 .--- _ _ - - - Vwtx= 6 .0 EPS - - co PROS` I LE PROF I LE SCALE - HORI 50 . 1 .0% 9 . Q r VERT. 1" = 5' - { _ -- , YC. #4ASS@ A8}ICON � '� -.- - z -_ _ -A EACH WAY Z - - CONSTRUCTION NOTES . __ _ _ VEHICLE LOW FLOW CROSSING 9. --- - --- - (� N Q IZ� O 61 CONSTRUCT VEGETATED _ -, _ -- -- --- - -, -- ----y- -- J 0 TO SCALE 31 .83 � � x CHANNEL B=109 .00 Z=4: 1 , _ : - - 32.83 - :: _ _ _ =ss -� _ oar - _ -_.._ ---- -- _ . 33 83 8 C U R -- _ C� GU 34..83 � z�� U R/W 25' 226 ' R/W CONSTRUCT 4 . 25 HIGH THREE Q - ___5 - _ __ - C _-- TC N + �ao Q 1 ' 1 ' BENCH VARIES 2 RAIL POLYETHYLENE FENCE RD. R/W ACCESS ROAD t8 µ- - - _, � 6' FENCE 112.5' CLVARIES 112.5'-113-5' + g PER DETAIL 2 ON SHEET 15 R/W- - 0 J s� 5 4fi CONSTRUCT fi CHAIN LINK ip 6 CONS . - � d% �, _ W = 4 25 TOE FL 1 00 4 25 , FENCE PER RCFC & WCD S t , w '. ,, ,e 1 �,. q,..,<..s ,,,,<r:.. ,,.,r,,,Y'. , �...eS'.,..v3 x .:.. t� "•<r'„a,;, .;...'. .,.x." r, .. .. - _ In �.�,,< _,., .. r ,: `s DWG. M801 OR APPROVED _ 32- 32.60 _ %x N E��2 FENCE �� FE FS - 32.9 33. 5 `� .5 MA I NT NANCE 6' FENCEgS EQUAL (SEE SHEET 1 FOR 00 FS-GB TOP OF BANK 2 �, 4: 1 4: 1 5 FUT. CURB REQUIREMENTS OF APPROVED '� 4: 1 FS 4: 1 FS _ a 25 ' ACCESS RD 1 �� C) cor� 2� 2 ' MIN FREE BOARD 2� 21 ' GUTTER EQUAL) - CHAIN LINK TO BE > . � . - m USED ADJACENT TO WINGWALLS - TOE � � WS E 12 INSTALL RIP-RAP PER PLAN Un Un o - o ��`` _ r CISf EXIST. 18 - - 18 UT. SWK. o _.. T AND DETAIL ON SHEET 15 10' TRANS: 15' 10' TRANS: z = w �'� o GROUND o - • CL Lo LOPE TO 18 CONSTRUCT 3" POLYPAVEMENT c� `� o `� + _ z o� + 1 a wo 0 1 OUf� SURFACE o MAINTENANCE ROAD PER � - N00°46 ' 26"E- 1 0 00 L + + 0 4 O 0 4 -v rn °- _ © U 0-1 .0% 1 .00% 2: 1 MIN FILL co DETAIL & NOTES ON SHEET 14 LL o > --- �- 1 .5: 1 MAX CUT 85 CONSTRUCT MODIFIED In I `� �, A- CONCRETE LINING CH AN N EL v Off' 10' NO .o ,� TOE (TYP. ) N JUNCTION STRUCTURE NO • 6 - o �, 85 � - A w - TOUCH 'Qp �n PER DETAIL 85 ON CENTERLINE 0� ,� ,� A PER RCFCD & WCD STD , DWG. cv ZONE r Q NO. JS-231 & CH-326 DETAIL N `� � 12 SHEET 14 - - F� "B" , OMIT CONCRETE CHANNEL �` 72" SD (LINE 0) + `� N AND ADD CUTOFF WALL AT TOE SEE SHEET 20 N 5' 15' 38' ,54.5' 54.5' ,38' 15' VARIES OF SLOPE . SEE DETAILS - - o 92. 5 92 .5 5' -6 ' do SHEET 16 . °�° 32.30� °00 4: 1 32.60 TOE �, o 32.90 D=01 48 43 0=01 48 43 o R=1.112.50 - 185 FS FS-GB TOP OF BANK ,• ; , ,� • , 4: 1 2 �� 33.35 R=887,-�50 � M _ _ �nr''1,F f$r 4 r sh.,n:; s�>y. . n<E':yr`''v 3�i x ;lE,.^V y �'- y.. r ,i, t yr, a. f ,.r:; ,p:. 3, ,r L 28' 07 co y ...: .;� (,i, '^C, ti` 'tx' ` , . .. PROPOSED PALOMA CHANNEL r , a A_ „. is 't .. ... T .. ... . ,.. is 7 r". Y. A.r : .. Y1 .Y'.. al :. }.. ,.. r e, r ! ♦. ♦'I:.:s .- '+.r 4 a .. ..: .,,. ..: .-,,.;.., .. ..,. ,.., :t, ,,. .,... ,. ,i, >a. - ..e--" ".. s x^ . . . 4., ';, 5. '. .• ,,. -. ,.. > .. >.. w: m ., w >r , ,. y .,. � ,.. i > o n"- ✓> 's s `. ., r Z,. .:-. ,. M a r a. a � a , .. � ., .. t ,. b � „ .. ,,,. ,,r.... � : .., R/W o n--� w 4 „ter CROSS-SECTION ..._ _ - -R/WPROFILED CHANNEL FLUWLINE AT THE NO TOUCH ZONE LOCATE 132..- �____ 5 - - - --- - ACCESS ROAQ: 18. __...._..- _. _ ......... , N00`46 '26"E 810.60'--' 3 i, - __.�J00 46 26 E - - O N i THE N _ A U FACES AND A _�� r� __._ -= _ _ � _�4�4___.26---16 - O FENCES AND GATES f 0 BE MAINTAINED BY CSA 145 CHANNEL Z o VEGETATION, GROUND COVER TO BE MAINTAINED BY CSA 145 Z + CFC&WCD D-01 '48'43" O CHANNEL R/W,LINES & GRADES TO BE MAINTAINED BY RCFCWCD Q "� DAYLIGHT PER R/W R862.50 O �: _ o , .� PHASE 1 MG PLAN END RCFC&WCD MAINTAINED RCP, L=27.28 (BGR060293) BEGIN PR I VATLY MAINTAINED RCP. R=111378503 + SECTION AT STA . 96+50 . 00 0 L=35.97' N00'4 '26"E Q EXTENSION OF RCP ..INTO ADJACENT �;� � � TYPICAL FROM STA 96+10. 59 TO 96+73 . 84 0 � PROPERTY PER MASS GRADING PLANS ,; 26 . 16 50 0 50 1 > U)l Q ZI NOTE: SCALE: 1"=50' AV PLAN q CURVE DATA TABLE * ru-) SEE LANDSCAPE PLANS FOR SEED MIXTURES 50 0 50 100 15o NO DELTA RADIUS LENGTH TANGENT CSA APPROVAL: AND PLANT PALETTES ° RECOMMENDED BY: DATE: o A A=01 48 43 1000 .00 31 .62 15 . 81 Z GRAPHIC SCALE B A=01 ° 48 ' 43" 1000 . 00 ' 31 .62 ' 15. 81 ' PM 34275 ACCEPTED BY: � / �/ DATE: of-23-o COUNTY OF RIVERSIDE, C.S.A. 145 0 4�Fss� COUNTY OF RIVERSIDE BENCH NARK DATE: 1970 ELEV: 1495.886 PLANNING DESIGN CONSTRUCTION REVISIONS PROJECT NO. U Q . �� DIGA-ERT 'DOESS RIVERSIDE COUNTY FLOOD CONTROL AND PALOMA WASH CHANNEL / �o 0• F 7! TRA1IMRTAWN DEPARnOW w� 0 M.�r9�F WATER CONSERVATION DISTRICT 4-0-M 111-02 �� ., 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THEy� 40M COUNTY CENTER DFM SUITE,� STAGE 2 0 1 �� CATHDL I C CHl 2CH AT SUN CITY 45 FT NORTHEAST Z ■ ■ ■ ��C��925_46� RECOMMENDED FOR APPROVAL BY: APPROVED QY: DRAWING NO. n No. 45702 /' • OF POWERF%E #16193, 29 FT EAST OF MURKIETA No.69395 i 41 La m CONSULTING 95t676AM ■ FAX 9M676.7240 - wwwFW.corn 4-967 Q oc Exp. 12/31/08 '� ALAN D D. FRENCH DATE AT LEW T■O DAYS ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST � Exp.6/30/08 1 T J6 � BMW You Duo OF THE NORTHWEST CORDER OF A 4 FT CHAIN LINK * * PREPARED BY: ANTHONY M. COTTS R.C.E. NO. 69395 Q #f' ��r�� `* FENCE, 2 FT NORTH OF A WATER METER, 2 FT EXP. DATE: 6/30/08 SHEET NO. a rE WF CA��E� / OFICU ■'5 M IN POST. SET A BRASS DISK `''�lF F' `��P DATE / !� DATE: ? 2 DATE: p STA 88+00 . 00 RECOMMENDED: 4OWcE� AT DESCRIPTION APPR. ON7E S TO ST 97+00 . 00 7 of 28 im O