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Home My WebLink AboutParcel Map 22863 Storm Drain Improvement CONSTRUCTION NOTES. wAII 1 CONSTRUCT CURB OPENING CATCH BASIN WITH GRATINGS (2) PER APWA STD, PLAN NO. 302--2. SEE DETAIL ON SHEET 2. - x ' N OF EXISTING 8" WATER MAIN. 18 PVC rs�o �► -•-.. x .�... S V 10. V' MAY BE REDUCED PENDING FIELD VERIFICATIO v so-. ..;; r� �" g PIPE MUST HAVE 12" CLEARANCE BETWEEN BOTTOM OF WATER AND TOP OF STORM DRAIN. IP X o r-- CONC. CUR �' ---__,• s �.�,..� 1 CON A C PAVEMENT B Z� - ._ .--� x x 5� y6.5 -CONC. GUT --�-� i NOTE: FINAL OUTLET INVERT ELEVATION AND SLOPE OF PIPE TO BE DETERMINED BY ENGINEER AFTER R-- - Y ACTUAL FIELD MEASUREMENT. ER -- .may-rr-•--r-��-�--- WATER MAIN LOCATION HAS BEEN ESTABLISHED B Tly ~mom - r S f �- -� 1 2 CONSTRUCT CURB OPENING CATCH BASIN WITH GRATE (1) PER APWA STD. PLAN NO. 302-20, SEE DETAIL ON SHEET 2. `-- •---_ . � w -- .�. WA v, vra� -o / �-10623. TER .�..._ W q . - w yy, ,�•,�,�,�, W ,�rJ�. _ � � 3 SHORE 8 WATER MAIN AS REQUIRED. WATER MAIN PER COUNTY OF RIVERSIDE SEWER PLAN SD �. Xw +�� ?wj NO. 308-1 96 14 BREAK INTO EXISTING CATCH BASIN PROVIDE FOR 24 PVC PIPE PER APWA STD PLAN �'` -� +�� • � ` oe - �y 5 INSTALL 24 PVC PIPE AND FITTINGS AS REQUIRED D-3034 SDR--35 WE h / _ / ti �� iL9 At +�� -- ��,O .�.� - ---�. _y --�-- _�._ •� \ 6 INSTALL 18 PVC PIPE AND FITTINGS AS REQUIRED D-3034 SDR 35 • -- / " + r `~-~ ` ` Alm RAW so -150 6 OR A2-150 6 W= IN KIND AS OCCURS, -� • 13 �? 7 REMOVE AND RECONSTRUCT CURB AND/OR CURB AND GUTTER, TYPE ( ) ( ) /*/� ¢D,� .?9• X19 5 \�\ PER APWA STD. PLAN NO. 120--1. SEE DETAIL ON SHEET 2. � pip , pQ) �. ..��, �. �,0 � •2 � � \ \ .�?a /Q• ,' S4' 00 00, ' S ;` `\\ 8 REMOVE AND RECONSTRUCT P.C.C. WALKWAY AS NEEDED FOR PIPE TRENCHING AND/0R CATCH BASIN INSTALLATION. <9v % \ � 9 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A, STD. PLAN N0. 332-1, CASE 1. INVERT TO BE VERIFIED IN FIELD. .5oo 1.5! / / .,51 ' / AI PLANTER 4000 .•00 100 too �• _ ` \ .� , / Q ♦/ , �/� 000lo�,•► moo 3 �. � SEE DETAIL ON SHEET 3. loo � QAC• � Z A !(9�,,- / s' \\`\\ �•j6\ VN,�� 4 p 1 •�- r , 0 � 1 i �. \ M. 10 REPAIR ANY ROOF DRAIN WHEN REMOVING CURB OR CURB AND GUTTER, V6 440 11 Al At At oo 8 / / ',s� 7 �o� •' 'M. �9 ` \ `\ 11 REPAIR REPLACE LOCAL DEPRESSION IN KIND. 2 to • ` ` \ \ � .� ,• •� 9�+ • �'to `o -.0 \ \ \ 12 REPLACE P.C.C. ACCESS RAMP IF DAMAGED WITH TYPE 2 PER APWA STD. PLAN NO. 111 2. SEE DETAIL ON SHEET 2. 4 10 MVV +44 ' •� -d�� -• 1� ` 13 REPLACE A.C. PAVING PER APWA 133--•-1. AFTER TRENCHING AND BACKFILL. SEE DETAIL ON SHEET 2. `� p •? � ,�.�� •-k;az"oo � o� / - \ �• \\\ •. -3034 SDR35 ,, / s�r6� 6..� -*-t �,( \ �'\ \ 14 INSTALL 12 PVC PIPE AND FITTINGS AS REQUIRED D 5C05 -I •�At At/ / '� •' •- V •'� �`\ \ `\ 15 ADJUST AS REQUIRED 3 EXISTING ROOF DRAINS. MANIFOLD AND CONNECT TO CONST, NOTE NO.14, 12" PVC PIPE. M. / �' `i��► vlllll� ` \ n ppb \� \ RIFY 4 DRAIN PIPE AND TYPE. FITTINGS AS REQUIRED. DEPTH PER PLAN. / / \ \ \ g7• \\ \ \ 15 FIELD VE 113 ., / +�� .� \ \ + { 11 oaf ---.� • 0 / ' • ��e- 5�� \ \ \ \ �- EXISTING PIPE SIZE. M.Afp0 , ��Gam. �: � � \ \ � \ � \ 16 INSTALL CLEAN OUT MATCH • . � , 18 7. � 14 Q s � \ +If f/ AW 5,Cjf\ q �.2 At At 00) *01.00 oo(56- o-loo - ... _i '� 15 .- 16 ` %-I%*% \ \j ETA 4 �41 14F -71 LOA- S ca �D t E t 2Q. ; .!,� Al ♦ +,S�f 7J'/ C] \\\ +,57.!! 1,� \ �� a y tip 7 �? ��, ) / pad E \ \ _.� i / rrr ♦ \ -�. o�,�8�' �- \ \ \ `� '. �rITT �- Mia . r7s� / �. 16 \ \ nAf Ale of 7 go At "Joe crx amp ,Sa•�? - At 101 /lour2w Ivo .m ` ��`� , / cam, \ •t \\ \ , V/ Ty oe 4� 9 loo" At ool All MAO .00 k413 Atff At/ A/ OLVA .00 At lop omi'so'000 "M AMAP OL .40 lj . ~$_� �,3yoo �,'l/ • S_ia+ -/vi/�GQLC ,Sl.,�7f�` .�y/1,, i -f f.•W`rrte�_ / �• / . ,+ (\ , rce � 1.. V ll .0' wo, , a apo + Af01 oe � _a MODEM S!.!9 oI , anc � ,Sl.18 / r r-• r .j .97100 11 Af 400" ►5�1? , `3 S ,S7.,Si6' \ \ \`� - •�------- - - --- -$ t rAt w V Ibl a-w ��?� / r r t Q - \ a / + _-- +,S _ .S?.7t� �- 6! �/ � � �, � ,r \ \ t � � _. gar � ' r \ \\ , 'y r V r , maTum �/ - _ ti �J t► S. \ \ ter , 0111111" nn�� w - Or _ r� .� ! --rr000*go a0v -I III At iiiiii1pi r Mr+ �-i'60 _--_ - / \,."� • / ; ^ \ \ \ w= �w �l w A + r-- I --r r _` �• .5�,•.>r? / ' `\ CPa w ttpoo 00) r woo rr r _ rrr-- -t�--�+. pq , '97 - ` `\\` ` \ ` woo -,j�X 19 X �� r-r / ?,� ``~ V��'1F/y - S6.`?? \\ \ \ \ w ♦ Mar r-� r-19 NY avo � ,� �.r--�-6 h y*�? � � +,:6:89 0 \\ �� \ \ \ \ + TENIECULA +�ti am arae w-I 000 , ,ate _ v,?e p� -rr -rrr �,f1.7? / -�- �� _ !! \\ tr�1' \\ \ \ w SITE r r- , - , 717 ,51(" 1% �� \\` \ �- w r rIt rr / -�� e + \ \ \ \ \ w r r - � I -� hh 0000 � �� w � �� 'a -Iff 7j - / 0 \ \ \ rrr ' ` sj Tf�, �� / ,�-� `` { ,6 \`p \ \ \ \ , .00Q'+51..59 % At / `' !,�/� - -ti,5di w ,� `\# \ \ `\\` rrr- mele�fl' a / � At lz ....\ -0,9 rrrXsf 7NP At Al At + CON 06 / ,\ !d'�[� � ♦ ,969 ` \ \ �1`. ! ,5�7.+ , lam A �•S?. ? + 0 � --. / \ `\ \ \ \ �� \\ �� \ urRtao ccs � �'�� :CJILI FO�t � / _ \ �► +'000- + s6 Odi 000 ('5167a I woo // W 0 14 .wo 85 r r r r .Sf71 f .�// 0 .59.0 -� 1 000 PA o ,�di5 `5 r �\ � + r � BFNCHMARK4'6\ \ /.. ..rJ9.1,5 0000 s rrr- \ ..�• \ '�. \ - 5989 . ,,,.. 024( \ \ CITY OF TEMECULA, COUNTY OF RIVERSIDE T--32-81 1987 ELEV.=1007.337 r- 5726 \ ' ' + - \` \ *' ,57.91�.- .• \ .i.- ,59.61 • l \\\ \ �„ s •. `\ �''' / \\\ \ FOUND 2 1/1 ALUMINUM DISK STAMPED T--32--81 AT THE INTERSECTION OF RANCHO CALIFORNIA ROAD \ .-�11- 'fg. °� \ OVER TEMECULA RIVER FLUSH WITH AS 15 o� \ to F60.?! \\ \ IN APPROXIMATELY CENTER OF NORTHERLY SIDEWALK OF BRIDGE 0 `' �' ` •� 7, \` 6a6? \ 6!'`v SIDEWALK ALSO 32± SOUTHWESTERLY OF SIGNAL POST AT NORTHWEST CORNER OF BRIDGE. dOo JA(0 -0/00)) ' N OTIE. CP* "IyuTor \\\ o \ 1. UNDERGROUND UTILITIES SHOWN HEREON ARE FOR INFORMATION ONLY, HAVING BEEN OBTAINED FROM �•� ` \ `\\ `\ AY. NO GUARANTY WARRANTY OR REPRESENTATION SOURCES NOT CONNECTED WITH THIS COMPN \ + EITHER EXPRESSED , +��' `\ # `` ` OR IMPLIED IS MADE AS TO THE ACCURACY OF SUCH INFORMATION OF DATA. �� r ate• \ 6a�v \\\ \\ ✓, � M r MIX Q) `�\ 6!?vt\ N SHOWN HEREON. 4 \' MY/ \ ,5. 69 Q �� ,� 6Q• \ 2. ADD 1000.00 FT TO ELEVATIO SD; sym8m&lf �.� +M \ a�' \ A \\ \ + d �' ` ` 'p N SHOWN HEREON ARE FINISH SURFACE UNLESS OTHERWISE SHOWN. _ -�- SIGN POST +,�6� s9�7 � � r Q4) s�o7{ \ \ \ \ 3. ELEVATIONS AC ASPHALT CONCRETE + ! ` 6ao9 +6v.�s \� 6at, (6 \ } \\\ \\ CB - CATCHBASIN '�Or FIRE HYDRANT CL - CENTERLINE � •s'dt LIGHT STANDARD �� M9i ,�ul0� i `� ++ CONC - CONCRETE - ,96� z ZI.�POWER POLE SR66�.r 6a1� 6ay \ \ \ ELEC y- ELECTRIC I ` AtAt ELEC ELECTRIC GUY WIRE & ANCHOR FL FLOW UNE wMAt _ WATER METER 87A t . �'+-_" ! �° ' FS FINISH SURFACE c] �o r + 1 S � V.B8 \ t rS� ,� GM ► ,� 61.�? \ 6!489 -• . HC HANDICAPPED METER \ 6 � A \ \ r , GAS \ hog• Y�yF �► f f 6!1(? 21 \ \\ \ r�, . k..3 r C INV INVERT o VENTAt 1 /PL -- PROPERTY UNE .�.Q�.� 9? ea6z# qD �`� 67f 6'l.1� / / PLM - PLANTER 0 WATER VALVE , ,� At i ; 1 \ !� \\\ \ PVMT. - PAVEMENT �vV GAS VALVE '� �� / / \ \\ \\\ \\ . 173 ' t1 RD -- ROOF DRAIN CS CLEANOUT � � s / �6l�? 6l9��` �6?� +c^ �' \�\ \ ,� TC - TOP OF CURB p0� 6aAF \ \ \ \ P. .1-3 1-2041 FAV FIRE CONTROL VALVE 60• , � 6�.�v / \ 6?as \\ TG TOP OF GRA C DEPARTMENT CONNECTION ' �osol \ + TE - TRASH ENCLOSURE � FIRE lel TYP -- TYPICAL � T CHECK ' \ \` \� .. � +Cj� DETECTOR 59.,59ci ELECTRIC BOX IV. �..� 6la6' 6?.G� 6?.� \\ \\\ \ 0A E r ,�.Si9.65 �. f \ At A"." Al 1 0000 PB PULL BOX At / 6'!. ` \` ` • IP IRRIGATION PULL BOX / Q AtW.sv , - \ �- \ \ \\ \ RECOMMENDED BY. Z'V& SLPB OX , / o / �' A ?. \\ DATE: Cl STREET LIGHT PULL B / , 6>.8! , / \\ TSPS / / � k APPROVED BY: TRAFFIC SIGNAL PULL BOX , el. / -` \ 8 / d 6?.B7 DEPUTY DIRECTOR OF PUBLIC WORKS 13 GRATE INLET � / � Gps + \ 6?� \\ PARKS RONALD J. 6a?r1 - � -_ \ RCE 19744 W. 9--30--2001 [W WATER VAULT - , '- ,' \ DATE: � �n . S SEWER MANHOLE 6aa��q At/ `q STORM DRAIN MANHOLE �1` / �.-,�?99 � \ LD98�1 2 T TELEPHONE MANHOLE At/ TITLE • TREE 6!.01At � _ -.�6•�v? \ TROFIT PALM TREE /, 6�1 A 275206?.89 \ R � � -,,�6..�� kyr / \ > CA PINE TREE 6X� D /G,y \ � / \ /pa 0 + oj ` + � } t •/ CLIENT GMS REALTY -• - (55.0yEXIST. CONTOUR , 6?7� +604!6 GRAPHIC SCALE 29s� �, ls' ; scALE s ,�' / ,� Joe No. 06 WALL ,� ,,- � 1 =30 98 120 c �9? 6?- SEP-ABOARD ENGINEERING CQ. 15 3o ao ti ----- •----- s ---�- SEWER UNE 3° ° D ('411" J7 %%%-- DATE 10/16/98 A87 DESIGN BY 1100 S. BEVERLY DRIVE '�N/ F•G' L0 ANG LES, CALIFORNIA 90035 ----- ---- w ------ WATER UNE , q Ro � 40 s TEL ( 0) 27 -7337 FAX (213) 879•-4900 STORM DRAIN UNE DRAWN BY E.P. SHEET � �r FEE�r ) +mew D. VELKOV 1 inch = 30 f t. CHECKED BY GaK.B• BY OF SHEETS GE RGE K. BERNHARTH R.C.E. 13737 . �s� �. W s W • ¢ Z J TRENCH '10TH T • J �.• EXISTING AC ��• A OR 8 0o m PAVEMENT 001IMEL(TYr.) CURB E ? ? T+29 MIN (��) AC PAVEMENT I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE E 150 mm v t5p mm t� W NOTES: POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS TRANSITION �n 6 6 .� • _ WHEN POURED MONOLITHICALLY THE SIDEWALK $HALL BE ♦;t r •. ,,- . ,- . T IS "rt�4) \_100I OF CONCRETE AS IN THE BA31N. 1. ALL PAVEMENT REMOVALS SHALL BE MADE ON STRAIGHT LINE SAW CUTSPROVIDED-WITH A WEAKENED PLANE OR A 25 rrwAl") DEEP SAWCUT CONTINUOUSLY AROUND /T a BATTER 3:12 BATTER 3:12 '�.-E,`' •• •' . I�M\-, �' A MINIMUM OF 40 mm 1---1 2" DEEP. IF CUT LINE IS LESS THAN 900 mm 36" R I THE EXTERNAL PERIMETER OF THE CATCH BASIN W 1 c� Imo. I� j�� r, ( / ) ( } ( ) WALLS. INCLUDING ACROSS THE FULL WIDTH .g, 8 � to THE EXISTING PAVEMENT SHALL I I i I OF THE SIDEWALK SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE GRADE `b H SLOPE 8.3% FROM A CUT LINE, EXPANSION JOINT OR EDGE, COLOR. FINISH AND SCORING TO EXISTING EXISTING AC SHALL BE REMOVED TO CUT LINES, EXPANSION JOINT OR EDGE OR AS DIRECTED I I E S G OR PROPOSED CURB AND WALK ADJACENT TO THE �' --- -- PAVEMENT BY THE ENGINEER. ( I I BASIN. � E I I 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SEE NOTE 2 E E= 2. DURING EXCAVATION AND SUBGRADE PREPARATION, THE CONTRACTOR SHALL I I I �-CENTER SUPPORT SHAPED BY PLASTERING. `•° TAKE ALL NECESSARY STEPS TO ENSURE THE PROTECTION OF ALL IMPROVEMENTS FOR MULTIPLE [ a r LEVEL BACKFILL BACKFILL WHETHER PUBLIC OR PRIVATE, INCLUDING UTILITIES AND THEIR SERVICES Ism o 300 mrn I I GRATES 3. ONE GRATING IS REQUIRED UNLESS OTHERWISE H SEE orfs SE 5 OWN ON THE PROJECT PLAN. av � 25 mm COMPACTED53 IVE 3 & 4 FROM ANY DAMAGE THAT COULD OCCUR DUE TO CONTRACTOR'S OPERATION. t•4a�1 I I 0 4. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL (FINISH AND HA HAVE ALONGITUDINAL l' 1 SEE NolCOMPACTIo4 AND LATERAL SLOPE OF It 12 MINIMUMI AND 1:3 MAXIMUM. EXCEPT WHERE THE GUEGDE Al-150(6) AND - - 3. BACKFILL AND DENSIFICATION SHALL BE DONE IN CONFORMANCE WITH SUBSECTION ; t oo mm Al-200 8 A2-150(6)50 6 AND AZ 200 8 CASE I: (WI THOU_T_BASE) EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE CURB FACE ) ( 306--1.3 OF THE STANDARD SPECIFICATIONS, EXCEPT AS FOLLOWS: 90 SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. CURB + A) TRENCH BACKFILL SHALL BE DENSIFIED TO A MINIMUM OF 90 PERCENT 1 I I ,r>t 5. DIMENSIONS., SEE X AND t AND 2 RELATIVE COMPACTION. FOR X AND x VALUES w V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF A OR B z B) WHEN PAVEMENT IS TO 8E PLACED DIRECTLY ON SUBGRADE MATERIAL, Flow LINE I I THE TOP 150 mm (6") OF SUBGRADE MATERIAL SHALL BE COMPACTED TOA I I THE CATCH BASIN AT THE OUTLET 1.35 mt4.5'). SEE TABLE 1 � m TRENCH wlorH RELATIVE COMPACTION OF 95 PERCENT. �-I I DOWEL DETAIL V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT U AC PAVEMENT T+23 mm (t") STEPS U THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS TYPE 1 E 150 mm W 150 mm 150 mm U MIN. 4. CLASS 60--E--1 (100-E--100) SAND SLURRY BACKFILL MAY BE REQUIRED BY THE A� I I ` tA OF NOTE 4. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(120). 6 6 MIN 6 20 mm (3/4") R --`-- - • .--, AGENCY. ~ I J �� LOCATION TIE YI THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF BATTER 3:12 BATTER 3:12 Y T U. 5. TEMPORARY PAVEMENT REPLACEMENT SHALL BE PLACED AT THE CONTRACTOR'S SCORING II �� THE INLET, NOTED ON THE PROJECT PLANS. A OR B �.�� BOTH SIDES r- -- ---- EXPENSE, UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. IT SHALL BE I H NOTED ON THE PROJECT PLANS. SLOPE 2.07: B B W = 900 rnm(2'-11 3/86) FOR ONE GRATINGS ADD 1051 mm(3'-S 3/8•) FOR EACH ADDITIONAL L VEPLACED LEVEL WITH THE EXISTING PAVEMENT ON COMPACTED TRENCH BACKFILL " o �� GRATING. x x � - AND SHALL BE A MINIMUM OF 50 mm (2 ) THICK. de t GRATE f E= E t5o �„m B" MIN. PERMANENT PA M NT RESURFACING H N T " `� A THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE ( ) 6VE E S ALL BE DONE WITHIN TWO 2 WEEKS R t co E ExI$nrvG BASE AFTER BACKFILLING OF TRENCHES HAS BEEN COMPLETED, AND ONLY AFTER A AND THEE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. �-- R ExIsrlNc BASE 6. PLACE CONNECTOR PIPES A9 INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- � L Lo Lvnl�na�NTAc SETTLEMANT HAS TAKEN PLACE AND THE FILL SURFACE HAS SUFFICIENTLY FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM ENO OF-THE BASIN. Dl-150(6) AND Exlsnrvc AC BACKFILL DRIED. ALL CUTS SHALL BE CLEAN AND STRAIGHT. � $ _ 25 mm PAVEMENT SEE NOTES PLAN WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL D1 -200 8 4 STRUCTURAL DATA INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A _ N N STR. GR. A,3--150 6 AND A3--200 8 1 ) -- -_ -•J 7. CONTACT SURFACES OF EXISTING PAVEMENT, MANHOLES FRAMES AND SHAFTS SKEW NECESSARY TO INSURE MINIMUM 80 mm(3") PIPE EMBEDMENT. ALL AROUND, WITHIN ( ) ( ) WA Y SEE NOTE x- < AND CONCRETE SURFACES SHALL BE GIVEN A TACK COAT BEFORE PERMANENT ° FACE PLATE STREET, GUTTER OR LL AND SLAB DIMENSIONS AND THE CATCH BASIN WALL. AND 75 nwnl3 ) RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL a. x CASE II: WITH BASE ASSEMBLY LOCAL. OE.PRESSION REINFORCEMENT REQUIREMENTS AROUND, ADJACENT TO PIPE ENDS, A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED M Y K NOTES: ASPHALT TRENCH RESURFACING IS PLACED. 3URFACE TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A" IS LESS THAN 70 N cv DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE 13 LOCATED 8. ASPHALT CONCRETE PAVEMENT SHALL BE D1-AR�-4000. a $48 irv12 1 1/2) NO. OF MAXIMUM REINFORCEMENT FOR, IN A CORNER THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE 1. THE LAST NUMBER IN THE DESIGNATION IS o S mrw(1/4)R s mm(1/4'IR GRATES V WALLS AND SLABS IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-- z THE CURB FACE (CF) HEIGHT, mm INCHES). E CN #10M x 250 mm TRENCH MOTI-f 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT y TING STANDARD LENGTHS OF PIPE. CURB FACE 2. GUTTER WIDTH, W, IS 600 mm 24" s 1-2 1.2 m(4) ISO CURB X (200 mm X E 150 mm IY ® 1000 mm OC EXISTING AC AC PAVEMENT EXISTING Ac EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR I + FRAME ANO UNLESS OTHERWISE SPECIFIED. M 1 GRATING 7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. 4 E 6 v GR x 10 O 4 OC) PAVEMENT PAVEMENT CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED ALL c3 1-2 2.4 *8) 200 mm(a) NOT REQUIRED THEY SHALL BE LOCATED ON THE FRONT WALL AT THE CENTERLINE OF THE DOWNSTREAM x 3. TYPES Al, A2, A3 AND Cl SHALL BE � E GROUTED IN PLACE SEE TABLES I AND'2 CONSTRUCTED FROM PCC, o - - _ _ - -- VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. ti N W 1-2 3.0 m(10') 230 mrrr(10') GRATING. STEPS SHALL BE SPACED 300 mm(12•) APART. THE TOP STEP SHALL BE 173 mm (70) FOR x AND x VALUES c0 BATTER 3:12 -'r y - '. •. S BELOW THE TOP TO THE GRATING AND PROJECT 65 mrrlr(2 I/20). ALL OTHER STEPS SHALL 'r I I 40� 1-2 3.5 mt12') 250 mrn(10•) REQUIRED PROJECT 130 rtx 0l. D1 CURB SHALL BE CONSTRUCTEDL .• r ,•, T F• T - .. , A OR 8 � FROM ASPHALT CONCRETE. v 20 mm - �'�"" o 40 m y 3-4 1.2 in(4') ISO m"(6•) SEE TABLE 1 5. TYPE Cl CURB SHALL BE ANCHORED WITH -0/4") C c o CENTER SUP- 8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2.1 m(7 ) ON CENTER (MAXIMUM) ALONG THE N i° 0 I/r)CLU11 PORT FOR NOT REQUIRED BACKWALL. STEEL DOWELS AS SHOWN OR WITH AN � � 3_4 B LL _ $._ MULTIPLE 2.0 mtr) 200 Iia) TYPE 2 EPDXY APPROVED BY THE ENGINEER. 75 mm (3") r GRATES 6. ALL EXPOSED CORNERS ON PCC CURBS T A mo 3-4 2.4 n+(8') 200 lnni8') 9. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN' l3.1% REQUIRED 308 MONOLITHIC CATCH BASIN CONNECTION C+25 mrr, 3-4 3.s rn(I2') 230 "rn(Io•) 309 CATCH BASIN REINFORCEMENT AND GUTTERS SHALL BE ROUNDED WITH A Exlsnrvc PCC MIN ExIsT7Nc Pcc 15 mm (1/�") RADIUS. PAVEMENT PAVEMENT 7. DIMENSIONS SHOWN ON THIS PLAN FOR -PCC CLASS OPTIONAL I I 5--6 L2 nd4') 150 ma(GO) 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR �,G--c-,7 SUBGRADE METRIC AND ENGLISH UNITS ARE NOT BACKFILL NOT REQUIRED 311 FRAME AND GRATING FOR CATCH BASINS CASE A EXACTLY EQUAL VALUES. USE EITHER -1 SEE NOTES (S2o-c-t oo) ------- 5-6 1.8 m(6') 200 mm(e•) 633 STEEL STEP C 50(6) AND C1 200(8) � 864 4• 5-6 2.4 m(a') 200 Nww(e•) 636 POLYPROPYLENE PLASTIC STEP METRIC OR ENGLISH VALUES, AS �n13 ) t REQUIRED, BUT NOT BOTH, EXCEPT THAT 5-6 3.5 mU2') 250 nwll0•) 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL ASTM 615 REINFORCING STEEL MAY CASE III: WITH AC P VM T ON PCC P VM T OPTIONAL ROUGHEN- CONNECTOR PIPE OR , VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE BE SUBSTITUTED FOR ASTM 615M STEEL. EO CONSTRUCTION MONOLITHIC CATCH 6 1.2 rn(4) 130 mr"(6) REQUIRED METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED JOINT(TYP.) BASIN CONNECTION ,6 2.4 mca') 200 mm48.1 FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER S '�'I %6 3.$ mU29 250 x(10•) AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER EC ON A A PROMULGATED BY THE STANDARD PLAN PROMULGATED BY THE STANDARD PLAN CURB RAMP METRIC PUBUC WORKS STANCAROS INC. CURB AND GUTTER ----- BARRIER METRIC PROMULGATED BY THE ASPHALT CONCRETE PAVEMENT STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC METRIC RK STANDARDS INC. GREEN800K COtiM�MTTEE �^0 r 1 Pu8L1C WORKS sTANoARD$INC. A ' GREEN90pK COMMITTEE 111 -• 2 R M L "B°°";° T REPLACEMENT 133 - 1 133 - 1 AMERICAN PUBLIC WORKS ASSOCIATION•SOUTHERN CALIFORNIA CHAPTER '�°� ASPHALT CONCRETE PAVEMENT REPLACEMENT REV.��e USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET t OFtO _ USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CDNSTRUCTiON SHEET t OF t REV.�qse SHEET t OF Z SHEET Z OF Z USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED IIf THE CURB OPENING CATCH BASIN STANDARD LAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PUBLC WORKS STAhCMDS INC., METRIC GREENao 1 CO►NuNTTEE WITH GRATINGS 302 - 2 2 302 - 2 '�' CURB OPENING CATCH BASIN WITH GRATING(S)REV.��° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF Z SHEET 2 OF 2 FACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT (SEE CATCH BASIN STANDARD PLAN) E BARS--2 ABOVE 8 2 BELOW OPENING C BARS r15M O 8 0 mrin = u.�a..:� '� • STRUCTURAL DATA coil � REAR WALL ��•�* ,�° `Q�r 300 mm (128) RAIN. U4 1 50 mn R mm �5 0�Q ` : B t C DQE B t C DQE l2') Cl. E BARS G BARS O 75 mm t3') MIN. BARS BARS (2) CL. ,� BARS BARS G BARS ��. p'••� 300 mm (120) IIS mm (4•) 1030 mm (422) 190 mnr (7 1/ • C BARS t `�' 2) M D BARS 50 mm 4'I*w ''o 373 mm (15•) 115 mm (4 1/4') 1123 mm (4S') 190 nwn(7 3/4•) 300 mm 02) MIN. t co "� " F BARS 50 mm G BARS (2'1 CL. �� •4�► A } i6 s0 mrn A ARS ` . :+. �+ 450 mm (18 ) 115 mm (4 1/2) p 1200 W" (48') 213 mm (8•) I i2') CL. B (2) CL. I � .' .. � ,n B BARS 'n 323 mm (21•) 140 mm (5") 1273 mm (51•) 213 mrn (8 1/2") -- I ,-:•. a (24•) 140 mm (5 1/4 ) "EE .. 1350 mm(54) 240 mrn (9 11) \ .:�-----� 675 mm (27•) 140 mm (S 1/2•) E 3 T •o u G BARS \\ O r) 1425 mm (57•) 240 mm (9 1/40) O O N x o \ BARS-2 ABOVE 8t 750 mm (30') 165 rrm i6') I500 mm (608) 240 mrrt (9 I/2') --- n 2 BELOW OPENING 15M O 430 mm ISM O 450 mm 825 mm (330) 165 mm (6 1/4•) O 1575 mm (630) 260 mrn (l0•) O \\ i•4 O 18") i•4 O 18•) TYPICAL REINFORCEMENT DETAILS C BARS 900 mm (368) 165 mm (6 1/20) 1650 mm(66•) 260 mat(lo 1/40) FRONT WALL X/3 BOTTOM SLAB (MIN r �� 975 mm (390) 190 mm (7•) 1725 mm (690) 280 mm(10 3/40) a SECTION A-A TYPICAL REINFORCEMENT DETAILS 1800 mrn (72•) 28o mm 01•) V SIDE AND END �� FOR B GREATER THAN 1600 mm (72') SEE PROJECT PLAN t WALL STEEL o F MAX. G BARS MAX. MAX. A 81 B C D E F G 1.2 m (4') 130 mm (6•) 15M O 230 mm (•4 O 100) W y I tf BARS BARS BARS BARS BARS BARS 2.4 m t8'1 200 mrn {8') ISMO 150 mm l•4 O 601 P NOTES I 5') ie i"' ia°mm is°mm --�' �-' � ____ `� 3.5 m (1241 250 mm (lo*) ISM O ISO mm (•5 O 60) CORNER CONNECTION 1 m 3.5 "+ 200 200 mm OR Y�3.S m (12') SEE PROJECT PLANS I. REINFORCING STEEL SHALL BE 40 mm (1-I/2') CLEAR FROM FACE OF 2 m 1.8 m 130 mm 150 �+ _._-, ,�.. (r1 (6') (e•) {a•) CONCRETE UNLESS OTHERWISE SHOWN. 2 m 3.5 m 200 mn 200 �+ _ _ GRATING CATCH BASIN REINFORCEMENT �� 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH C BASIN SHALL BE CUT (r) (124) (a') (d•) ISM 00 �, ISMO 4 o rare �° `Q� 2 BELOW ABOVE O Hca AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH 4 M (4 m Iso Inn Iso nm 5 O 3 -.�- \fig Q BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH tt4') (4') 11166) (a•) --_' (•4 0 12•) t•4 0 1e01 4 m 2.4 m 150 mm 200 mm ISM O 300 mo ISM 0 450 mm NOTES 4, O 29 I � 300 mm BASIN SHALL BE CUT 50 mm (20) CLEAR OF OPENING. (140) (e') le') (e•) tM O 1201 i•4 0 18') r`-~ J '* 12• MIN. 12') MIN. ��'`' 73 mm (3•) R / A 3. CONNECTION SHALL BEP A (1M 3•S w+ 20o mrr+ (1 0 rnrn ISM(04 O Iso "Mn ISM O 60) mrn ,,,� -�--- I. UNLESS OTHERWISE SPECIFIED. REINFORCEMENT FOR CURB OPENING moo, PLACED MONOLITHIC WITH CATCH BASIN. THE 9 m 1.2') 130 (10•) "' (•�+ o 6•) (04 0 le•) AND GRATING CATCHS BASIN SHALL TERMINATE 50 mm (2 ) FROM ti �• ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE 9 m 1.2 "n I50 mrn 130 Tarr+ ISMO 600 mm ISIM O 430 nrN � (261) (49) (60) (66) (•4 0 248) �. _� (•4 Ole•) FACE OF CONCRETE. ` �;'� WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A 9 R* 1.� m 150 �+ 20o nnm ISM o 60o mm 1s1M O 430 mn q� CURVED FORM WITH A RADIUS OF 75 mm (3'). tee) is 1 13 1 20 (•4 o 6 1 �"" t•4 o Ie•) 2. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS 194 0 Oso mm ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED ALL 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: 9m 1.8 m Iso mm zoo mm 19M O 450 Tara _,_„• .�. --•- (•4 O le") (2e') (69 t6•) (a•) (•4 0 la•) VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT / �\ 9m 2.1 0 200 200 mm Ism O 425 mm ISM O 450 mm REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED. \\ (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN (2e1) (r) (e•) (a•) t•4 0176) �- (•4 ° 45 FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES 9 m 2.4 m 200 ram 200 mm Ism O 325 mm 19M O 490 mrn 9 m te') 20 20 t•4 0 32 '�" (i4 0 18.) USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. \\ 15M O 430 mm (B) ANGLE A FOR PIPES THROUGH 750 mm (300) IN DIAMETER 9 m 2.7 m 200 mm 230 mm IZM o 373 flm ISM v 60) mm IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES. (284) (96) (e0) (10•) (•4 o IZ•) --- t•4 0 le•) \ t•4 a I8•) C BARS ----- --- --- 1:4 o e:0 m" 5. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ( m 3.0 20o mm 230 �+ Ism O Soo mm --•- ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED A (2e') t1o') ta•) (Io•) t•4 012•) 9 m 3.3 m 200 mm 250 mm 15 0 375 mm ISM O 250 ISM O 450 mm IZM O 430 mm , ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED (2e') (1141 (e•) (Io•) (•9 o Is•) -- --- (•4 0 lo•) c•4 0 le•) (•4 0 le• U ED FOR METRIC BAR SIZES. IF ENGLISH•UNITS ARE USED, ALL VALUES 9 nn 3.s rn 200 mm 250 mm2oM O Oso � .--._. �:�O 225 f "`"' �:�p e;0 mm�•4 v le•)0 450 mm tee) (Ir) (e) tlo) t•e o 1e) USED FOR CONTRUCTION SHALL BE ENGLISH UNITS. FOR W ), 9m(2e') OR 8 1, 1200mo(441 SEE PROJECT PLA11S CURB OPENING CATCH BASIN REINFORCEMENT P LAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN LAN PROMULGATEo BY THE MONOLITHIC CATCH BASIN STANDARD LAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD Pew PROMULGATED BY THE METRIC PUBLIC WORKS STANCARDS INC., CATCH BASIN REINFORCEMENT 309 _ 1 PueuC WORKS STANoARpS INC.. METRIC GREEN800K�oMMITTEE CATCH BASIN REINFORCEMENT 309 -- 1 �"��GOrMrNTTEE CONNECTION 308 - 1 MONOLITHIC CATCH - REV.1994 FICAT1oNs FOR PUBLIC WORKS coNaTRucnoN SHEET I OF z H BA S I N CONNECTION 3 08 1 SHEET 2 OF 2 REV.ted USE WITH STANDARD SPECT USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET t OF Z SHEET 2 OF 2 c � 137 P. :1-3 1 2001 CmIll ` i RECOMMENDED BY: .--'" Aef DATE: �. �� APPROVED BY: DEPUTY DIRECTOR OF PUBUC WORKS RONALD a PARKS RCE 19744 EXP. 9-30-2001 DATE 127CO 114013-a LD98MAP 2 TITLE S ORM RAINAGE DETAILS 27520 YNEZ ROA TEMECULA, - CA N00 CLIENT GMS REALTY SCALE 1 0=30 v Joe N o. 98-�•0� SEABOARD' ENGINEERING CO. DESIGN BY 1100 S. BEVERLY DRIVE DATE 10/16/98 D" VELKOV LOS ANGELES, CAUFORNIA 90035 DRAWN BY TEL 310) 277-7337 FAX (213) 879-•-4900 SHEET 2 ot-mov. CHECKED BY B OF SHEETS G.K.B. ORGE K. BERNHARTH R•C.E. 13737 t LATERAL/CONNECTOR PIPE CONC. PIPE. RCP OR CSP 45 mw 6-13 MM645 mwAG-1/2"x25 3/114 STEEL RODS. I NUT AND STANDARD WASHER ON EACH END SO t MAIN LINE RCP 1) + E (1 3/46) THAT SPACE$ BETWEEN OUTSIDE BARS AND 140 FRAME ARE EQUAL 16.3 mm0/6'11 EACH SIDE. 69 mm t MAIN LINE RCP (40) 1 AFTER ASSEMBLY. PEEN THREADS TO HOLD t E NUTS TIGHT 75r m ''` Er. 39 nwn (3 1/2•) _ SYMMETRICAL (3) r� I C.1 °i ABOUT CL I - o`" + (I 1/2) �p� rr L-N` rn �!� ��; R' CLASS C 1 _ 1 IS irwrr(1/20) MIN. Fo �; MORTAR I o, SEE NOTE 4 ti r ` 1 0 19 mm �!+ ` 1 (3/4") DIA STA. PT. I _ Bt tB •�. � ' f B BEDDING OF ':•.: _ �45w � i BACKFILL WITH '.'. `' SEE NOTE 6 TOP a A 450 265 Kq C-14 Mpa -- (450-C-20001 . .:. ENDTYPE OR YPE d. .-. . �.�; •. 1 CONCRETE OR 1. �w a ; �` COMPACT SOIL TO A W -' I mrr+l�') RELATIVE DENSITY �o - r REQUIRED BY i a o SPECIFICATIONS r . 2 ` C 83 mm a,�, UNDISTURBED EARTH BEDDING. PER - 3--1 4' ( / ) oIF CASE I SPECIFICATIONS TV 0;r PLAN CASE I A 117 Ty- IL SECTION B-B SIDE SECTION A-�A ALL 4 5 nw» V64 mrn CORNERS FOR OUTLET SEE STD. L 89 nxea75 m nxl0 mmx1026 mm(TYP.) (3/160) (2 1/20) CATCH BASIN PLANS (L3 I/2•x3•x3/8"x40 3/8•)(TYP.) �•' 4 A _ .?�• CATCH BASIN FLOOR O� T_j 13 PLAN, WITH NUTS A7(CORNERSBOLTS BASIN 8 mm 265K -C-14 Mga Q ..••.. '• (1 1/2') SECTION A--A (450--�-2000) . 1051 mm141 3/8') CONC. ENCASEMENT, I/2 OD MIN. " ''q: SEE NOTES '�'t. 38 mm. S/2 1026 mm(40 3/8') 19 nhJO CONC. PIPE. BACKFILL wn ,.• (1_1/2 ) q• • 32 mm INTERIOR 330 111f11 l3/4•) �6•� RCP OR CSP MIN DIA � of 15' MIN BEND mm 25 -(I 1/ SPACERS '�"� (13 3/4')(TYP.) ---- �• 1 MIN BEDDING TYP E 1 TYPE 2 (1 E D SEE NOTE 3 5 mm MIN M SEE NOT 4 OD S 20-12.T mix®9 mmx1016 ,,,�„ STANDARD 13 mm(1/2 ) PIPE �� (1/2. 3 1.z•x,o•) BRAS --10 SP°AC�Rt, INTERIOR SPACERS _ 1 te'45 _ __ s1 mm SECTION B-B 41 19 CASE I 11 5/8' ( 16 mn/4•) ti CASE 2 SECTION C-C TYPE 3 (5/e) (SEE NOTES 9 81 10) 100 mm (4") MIN ° ° q" _ END DETAILS-SIDE VIEW INSTALLATION DETAIL .� ;o N VARIES TO SUIT T 8 mm n N CONDITIONS 017 on CLASS C MORTAR 1 32 rrx» Nw- o 17 ao C (I 1/4•) (Y _ UNLESS OTHERWISE NOTED: PLAN (2") ")mm -dip Y 13 mm ( ,� Eo x D = 175 mm 7" 13 mm(1/2) 2 � (1/20)R (TVP.) _ ...�._ - -' � �' ( ) BOLTS (TYP.) rt N=- STA. �� i-� E = 150 mm (6") OR T -- 25 mm (1"). WHICHEVER IS LESS N D SPACERS �N MINIMUM E IS 75 mm (3") E S = 300 mm (12 ) MAX, EVENLY SPACED r. W = 400 mm (16") MIN PLAN SECTION ~�' CASE 3 FOR MANHOLES AND UNDERGROUND VAULTS: IM 12Tx28.1 .. S = 400 mm (16") MAX, EVENLY SPACED (M 5x18.9) L SADDLE CONNECTION W = 350 mm (14") MIN ELEVATION AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER CENTER SUPPORT ASSEMBLY SECTION C-C PROMuLGArED BY TNSSTANDARD PIAN PUSUC WORKS STANDARDS INC., STEEL STEP METRIC SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER GREENBOOKCOMMME 635 - 2 AMERICAN PUBLIC WORKS ASSOCIATION SO Is" JUNCTION STRUCTURE PIPE TO PIPE STANDARD PIAN REV.IM.19W USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET t OF 2 FRAME AND G��I N� �0 R STANDARD PLAN PROMULGATED er THE METRIC PROMULGATED C THE METRIC [ID <600 m m (24")� PUBLIC WORKS STANDARDS INC,INC, 332 PUBLIC WORKS STANDARDS INC, n�� r � GREENSOOK COMMITTEE - 1 GREENBOOKKCCOMMITfEE CATCH BASINS 3 Riw REV is9e SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION GENERAL NOTE I. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS NOTES. ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL I. ALL PARTS SHALL BE STEEL. EXCEPT THAT END SPACERS MAY BE CAST IRON. VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION 2. ALL PARTS SHALL BE GALVANIZED AFTER FABRICATION, EXCEPT THAT GRATINGS SHALL BE SHALL BE ENGLISH UNITS. ASSEMBLED AFTER COMPONENT PARTS ARE GALVANIZED. NOTES: 3. ALL DIMENSIONS ARE FINISHED DIMENSIONS AND INCLUDE GALVANIZING: NOTES 1. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZED CASE I AND CASE 2 AFTER FABRICATION. UNLESS OTHERWISE NOTED, STEPS MAY ALSO BE 4. ALL BOLT HOLES SHALL BE 16 mm(5/8') DIAMETER. POLYPROPYLENE STEPS, STEEL REINFORCED, CONFORMING TO STD PLAN 636. 5. ALL THREADS SHALL BE NATIONAL COARSE SERIES(NC). I. IF ANGLE A IS LESS THAN 45° OR IF D IS LARGER THAN 600 mm 2. IF STAINLESS STEEL STEPS ARE REQUIRED, THE MATERIAL SHALL CONFORM TO 6. CENTER SUPPORT ASSEMBLY REQUIRED WHEN TWO OR MORE GRATINGS ARE SPECIFIED ON (240), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. ASTM A276, 300 SERIES. PLANS. 2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED L = 1626 mm(64') FOR CURB OPENING CATCH BASIN WITH GRATING(S) AND DEBRIS ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 3. STEP ENDS MAY BE TYPE 1, 2 OR 3, AS SHOWN. SKIMMER(STANDARD PLAN 301). 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE 4. BOTTOM STEP SHALL BE A MAXIMUM OF 600 mm (2') ABOVE FLOOR OR SHELF. L = 1118 mm(44') FOR CURB OPENING CATCH BASIN WITH GRATING(SHSTANDARD INLET PIPE CANNOT ENTERRADIALLY, THEN ANOTHER STANDARD PLAN 302). STRUCTURE SHALL BE SPECIFIED. 5. STEPS WITH TYPE 1 OR 2 ENDS MAY BE CAST IN PLACE, OR PLACED IN THE CENTER OF 40 mm (1-1/2") MIN DIA DRILLED OR FORMED HALES AND L 914 mm(36') FOR CURBSIDE GRATING CATCH BASIN (STANDARD PLAN 303). 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE SET WITH HIGH STRENGTH NON-SHRINK GROUT, 40 MPa (6000 PSI) MIN.L 914 mm(369 FOR GRATING CATCH BASIN-ALLEY(LONGITUDINAL)(STANOARD OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (10) MINIMUM STEPS WITH TYPE 3 ENDS SHALL BE CAST IN PLACE. PLAN 304). TO 75 mm (3') MAXIMUM. 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT 7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL METRIC VALUES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. BE ENGLISH UNITS. FILL WHICH HAS NOT BEEN DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. 8. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER LINE OF INLET PIPE. 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC. 10. FOR CASE 2, NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 11. CONNECTIONS TO PIPES 525 mm (21') OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2. AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC STEEL STEP 635 - 2 AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN SHEET 2 OF 2 METRIC JUNCTION STRUCTURE �-- PIPE TO PIPE332 - 1 METRIC FRAME AND GRATING FOR CATCH BASINS 3 2 332 - 1 F SHEET 2 OF 2SHEET 2 OF 2 [ID < 600 mm (24111 rM No. rin � � '' - 0�•1 `SOF CA�-1 RECOMMENDED BY: DATE.0 f/fio �� APPROVED BY: or- -f4to DEPUTY DIRECTOR OF PUBLIC WORKS RONALD J. PARKS DATE: RCE 19744 EXP. 9--30-2001 LD98,,,FFFFFwl 2 TI TLE STORM DRAINAGE DETAILS 27520 YNEZ ROAD, EMECULA, CA CLIENT GOREALTY SCALE 1'=30» Joe No. 98�46 SEABOARD' ENGINEERING CO. DESIGN BY 1100 S. BEVERLY DRIVE DATE 10/18/98 D. VELKOV LOS ANGELES, CALIFORNIA 90035 DRAWN BY TEL. 310) 277--7337 FAX (213) 879-4900 SHEET 3 96 V CHECKED BY B • OF SHEETS ..F. G.K.B. EORGE K. BERNHARTH R.C.E. 13737