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Home My WebLink About4849-2751 mm (2") 0 STD STL PIPE,r-_,� ✓TOP RAIL DETAILS RAILS AND POSTS f J `{ SHEET 3 D CAP DETAIL 150 r� A �ti I rI 25 mm (1") 0 4610 mfi STD PIPE NOTE 5 " (18) ' WELD -ALL AlR'0UIII •-� SUP. JOINTS 46S.m X460 mm d) CLEAR <L "�, 18 _ K SEE NATE :5 ` GRIP RAIL r 25� mm { l ") � ____" _-., T,, TREAD WIDTH 5TIO PIpE NON-SHRii�lK GROUT ' -- EXPANSION o 460 rnm 30a rnrn TOP (iF WALL .� T18"� `�� L` �''�.- d01NT, END QF D , ,'.. '�--� � NI 117 2 BACK OF O .WALL 2311 mm SEE SHEET 1 FOR - --_ ?'rfSIDEWALK FRONT SECTION D -D (6 a MIN BOTTOM[ RAIL, POSTS, ~� -"-'� UPPER RAIL E(3 )�N p EMd8E0ME�(T 0 FAST �,.� ,, L.__. • POSTS PER -�'n-, 100 �`l , TI - .��* I .E ^ SHEET 1 STD PIPE2.,, m N o " TYPE A, SECTION A -A (+"} C EAR �`�.�_~` v •, mm\STAIR _____� w TOP RAIL TYPE 1 51 rn2 0 B SID PIPE, RAILS AND POSTS -j CURB ;-- L ----' EsuP'JOINTS (14 TY TYPE C ['� 0 „ 6HANDRAIL_ INSTALLATION ON STAIRWAYS 25 mm (1.") 0 (14") Sfib PIPE OR Ell APPROVED EQUAL Mill 125 mm g" RIVE -ON STEEL 7'5 mm ( 1 6 mm END CAP TYPE B � 3 �. E @. SECTION BSE Z FRONT SECTION E=E CL RAILS i i cot PICKETS, i N m DERAIL TYPE 2 51 mrn ("} 13 mrn I;1 /2"� II ��W rsm PIPE STD PIPE `f a 6 mm 1 4 ar,1 SLIP JOINT DETAIL CAP DETAIL FOR FAIL EVD o m (4-) m N 0 TES;, (12) RIP RAIL0 mm mIm4 1/2") 1 1100 25 m (1- ) 0 m '(4—"—) CRS AR 1. USE TYPE C ERE ADJACENT GRAIDE IS MORE -THAN 7610 mm (2'-6") BELOW LANDING STD PIPE WALL A. ' WH OR SIDEWALK FINISHED SURFACE, FRONT SECTION F—F POSTS 2- RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL PIPE. 64 mm (2-1/2") 0 C SECTION O -C BRACKETS EACH 2.44 m (8'--0'.) STD PIPE OR 3. PROVIDE SLIP JOINTS AT STAIRWAY EXPANSION JOINTS,. 7;3 rn (24') M XIM'UM , OR AS SHOW("! ON PLANS,. 51 mm C2"jl a TYPE C MOUNT TOP BR1ICKET ABOVE STRONG PIPE 4. MAXIMUM SPACING p POSTS SHALL BE 2.440 m(9' -Q"') ON STRAIGHT AUGNMENTS, AND TOP STAIR NOSE. WALL—MOUNTED. HANDRAIL ELEVATION 1.830 m (6'-0") ON CURVED AUGNMEiNTS WITH.LESS THAN 9.1 m (10') RADIUS, MAKE SPACING UNIFORM BETWEEN CHANGES IN ALIGNMENT. 51 WELDS SHALL 8E SLOT OR FILLET WELIDS EQUAL TO THICKNESS OF PIPE. WELD ALL .,JOINTS STRUCTURAL DATA STANDARD PLn,rI STaNpARC�: PLANS FOR PUBLIC WORKS CONSTRUCTIC)N �ET>aicX05— — ANS'I�ERSE 3a5 2 (GRATING CATCH BASIN ALLEY ) WALL AND SLAB DIMENSIONS. AND REINFORCEMENT REQUIREMENTS NO. OF GRATES MAX v GRATINGPATCH �r4Slt�1 "" A■�Y RANSMIfEI:SE t STANDA'Rp PLAN ME7RI S! REINFORCEMENT FOR WALLS AND SLABS 2-3 1.2 m 4' 150 rrirn"----- aPEDRCURVEDSHALL I3E FARMED BY CURVED FORMS, AND SHALL NOT 9E. THS NDAR SPC C NOT REOUIRED 2-3 2.4 m 6' 200.mm 8' Z-3 3.0 m 10" .250 corn i0" 2-3 PLASTER NISURFACES rl 12' 250- mm(IQ") METAL HAND' RAILINGS / t 99 mm a5 3 8' t� REQUIRED O GRATINGS ARE REQUIRED UNLESS OTHERWISE SHOWN ON 'THE PLANS. 1.2_m 4' 150 mm A —8 LOCATION ME ,�� / } � A3 SHOWNNo.89984 OUR dF 6A'SIN SHALL BE iGIVEN A STEEL TROWEL. FINISH AND SHALL HAVE A LONGITUDINAL 4-6 2.4 rn 7' 200 mm 8" 4-5 2.44 rn 3m m 200 rmrn D LATERAL SLOPE OAF 1:12 MINIMUM AND 1:3 MAXIMUM. SLOPE FLOOR FROM ALL DIRECTIONS - DAM OCT. 2010 REOUIRED 4-6 3.5 m. 12 250 mm to" 7-9 1,2 m THE OUTLET.MENSIONS; 150' mm fa' NQT Rt"QUIRED 7-9 1.8 m 6' 200 mm 8" 7-14 :2.4 rn 8' 200 mm 9q� STEPSn O rn rnra i �NJ,�.�:. t ow►wnc na: 4849 V- 1.0 m (3'-6") 7-9 3,5 . rn 12' 250 wmtn IO- * 9 1-2 m 4' 150 mm 6' * 9 2.4 rn 8' .200 mm 8' I E g I - -a -�- - '' an VI THE DEPTH AT THE INVERT OF THE INLET. NOTED ON - THE PLANS. CITY ENGINEER R.C.E No. 51152 I �� t I70-p-710-14-ALL.MONNOtE..ICTHIC CATCHR, PIPE SUBGRADE W a 1306 mm (4'-3 1/2") FOR TWO GRATINGS; ADD 660, mm (2'--2") FOR EACH. ADDITIONAL E i BAsrN CONNEC RON GRaiING. SECTION A- A THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERUNE OF THE CONNECTOR PIPE I AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. I IF'LOWLINF CUT' BEND AND WELD SURFACE ro a ANGLE TO MAINTAIN FINISHED SURFACE 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED. GRATING IN PLANE-OF,THE FINISHED SURFACE "� (1 l) R CONNECTOR PIPE SHALL 8E LOCATED AT 111E. OIOWNSi1REAM ENI} OFTHE BASIN WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERYJNE OF THE PIPE SHALL t ITNPICA): INTERSECT THE INSIDE.:CORN,ER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A W1�THIN THE SKEW NECESSAR? TO INSURE MINIMUM .80 mm (3"PIPE EMSEDMEN7A ALL AROUND ROUNDING TUBE ALL S(JRFACE F'LOVrLiN% * ( CATCH BASIN WALL AND 75 corm (3" RADIUS' SOF ,0F .S�llR .CONCRETE. AROUND, A�D,J'AC£N1` TO PIPE ENDS. A. MONOLITHIC CATCH BAER ANC�IE A" IS LESS BTHANS70' 2-L 102 mmx76 mxl3 mro-x1575 mm a 6S rnm 7GRAllNGS (� TO JOIN THE CONNECTOR PIPE. TO THE CATCH BASIN '+AMCNE . 4 x3I'xl Z"x$ FO 2 GRATES q :, �1ND 1 pp 65vmm 2"-2`� FOR EACH MODIFIED FRAME OR GREAT€R THAN 110% OR WHENEVER THE CONNECTOR PIPE IS LOCATED OPTIONAL USE OF. A CATCH, BASIN.CONNECTION IN ANY CASE ADDITIONAL GIATE t t k IN A. CORNEq, THE _MONOLITHIC IS PERMITTED. MONOLITHIC CA?CH BASIN CONNECTIONS MAY BE CNSTRUCTED TO .AVOID �Lp� E4 CUTTING STANDARD LENGTHS OF PIPE. .12 v 'y 6, STEPS SHALL 8E LOCATED AS SHOWN, IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED 014 THE OPPOSITE WALL. STEPS SHALL BE SPACED 300 mm l2`) APART. THC TOP -STEP SHALL. 8E 175 mm (7") BELOW THE .TOP OF THE GRATING AND PROJECT65 mm OPTIONAL ROUGHENED (2-»1/2"). ALL .OTHER STEPS SHALL PFfOJECT 130 mm (5"). CONSTRUCTION JOINT " (TYPICAL) Y, -�'�� 7, THE F'CLLOWNC SPPWO ARE INCORPORATED HEREIN: 306 MONOLITHIC CATCW BASIN CONNECTION OPTIONAL SUBGRAOE 309 -CATCH BASIN REINFORCEMENT 311 AND CRATING FOR CATCH BASINS SECT'IUN 13-B 635 STEEME L STEP 636 POLYPROPYLENE PLASTIC STEP 51 mm (2") 0 STD STL PIPE,r-_,� ✓TOP RAIL DETAILS RAILS AND POSTS f J `{ SHEET 3 D CAP DETAIL 150 r� A �ti I rI 25 mm (1") 0 4610 mfi STD PIPE NOTE 5 " (18) ' WELD -ALL AlR'0UIII •-� SUP. JOINTS 46S.m X460 mm d) CLEAR <L "�, 18 _ K SEE NATE :5 ` GRIP RAIL r 25� mm { l ") � ____" _-., T,, TREAD WIDTH 5TIO PIpE NON-SHRii�lK GROUT ' -- EXPANSION o 460 rnm 30a rnrn TOP (iF WALL .� T18"� `�� L` �''�.- d01NT, END QF D , ,'.. '�--� � NI 117 2 BACK OF O .WALL 2311 mm SEE SHEET 1 FOR - --_ ?'rfSIDEWALK FRONT SECTION D -D (6 a MIN BOTTOM[ RAIL, POSTS, ~� -"-'� UPPER RAIL E(3 )�N p EMd8E0ME�(T 0 FAST �,.� ,, L.__. • POSTS PER -�'n-, 100 �`l , TI - .��* I .E ^ SHEET 1 STD PIPE2.,, m N o " TYPE A, SECTION A -A (+"} C EAR �`�.�_~` v •, mm\STAIR _____� w TOP RAIL TYPE 1 51 rn2 0 B SID PIPE, RAILS AND POSTS -j CURB ;-- L ----' EsuP'JOINTS (14 TY TYPE C ['� 0 „ 6HANDRAIL_ INSTALLATION ON STAIRWAYS 25 mm (1.") 0 (14") Sfib PIPE OR Ell APPROVED EQUAL Mill 125 mm g" RIVE -ON STEEL 7'5 mm ( 1 6 mm END CAP TYPE B � 3 �. E @. SECTION BSE Z FRONT SECTION E=E CL RAILS i i cot PICKETS, i N m DERAIL TYPE 2 51 mrn ("} 13 mrn I;1 /2"� II ��W rsm PIPE STD PIPE `f a 6 mm 1 4 ar,1 SLIP JOINT DETAIL CAP DETAIL FOR FAIL EVD o m (4-) m N 0 TES;, (12) RIP RAIL0 mm mIm4 1/2") 1 1100 25 m (1- ) 0 m '(4—"—) CRS AR 1. USE TYPE C ERE ADJACENT GRAIDE IS MORE -THAN 7610 mm (2'-6") BELOW LANDING STD PIPE WALL A. ' WH OR SIDEWALK FINISHED SURFACE, FRONT SECTION F—F POSTS 2- RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL PIPE. 64 mm (2-1/2") 0 C SECTION O -C BRACKETS EACH 2.44 m (8'--0'.) STD PIPE OR 3. PROVIDE SLIP JOINTS AT STAIRWAY EXPANSION JOINTS,. 7;3 rn (24') M XIM'UM , OR AS SHOW("! ON PLANS,. 51 mm C2"jl a TYPE C MOUNT TOP BR1ICKET ABOVE STRONG PIPE 4. MAXIMUM SPACING p POSTS SHALL BE 2.440 m(9' -Q"') ON STRAIGHT AUGNMENTS, AND TOP STAIR NOSE. WALL—MOUNTED. HANDRAIL ELEVATION 1.830 m (6'-0") ON CURVED AUGNMEiNTS WITH.LESS THAN 9.1 m (10') RADIUS, MAKE SPACING UNIFORM BETWEEN CHANGES IN ALIGNMENT. 51 WELDS SHALL 8E SLOT OR FILLET WELIDS EQUAL TO THICKNESS OF PIPE. WELD ALL .,JOINTS STRUCTURAL DATA STANDARD PLn,rI STaNpARC�: PLANS FOR PUBLIC WORKS CONSTRUCTIC)N �ET>aicX05— — ANS'I�ERSE 3a5 2 (GRATING CATCH BASIN ALLEY ) WALL AND SLAB DIMENSIONS. AND REINFORCEMENT REQUIREMENTS NO. OF GRATES MAX v GRATINGPATCH �r4Slt�1 "" A■�Y RANSMIfEI:SE t STANDA'Rp PLAN ME7RI SHOULD CONSTRUC110N OF THE REQUIRED IMPROVEMENTS NOT CDOMMENCE WITHIN TWO YEARS OFATE OF APPROVAL SHOWN HEREONE AND CARRIED FORTH IN A DILIGENT MANNER, 111E CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. REINFORCEMENT FOR WALLS AND SLABS 2-3 1.2 m 4' 150 rrirn"----- 606-2 THS NDAR SPC C NOT REOUIRED 2-3 2.4 m 6' 200.mm 8' Z-3 3.0 m 10" .250 corn i0" 2-3 3.5 'm 12' 250- mm(IQ") METAL HAND' RAILINGS REQUIRED 4-6' 1.2_m 4' 150 mm &" � A3 SHOWNNo.89984 NOT REQUIRED 4-6 2.4 rn 7' 200 mm 8" 4-5 2.44 rn (81 200 rmrn 8" - DAM OCT. 2010 REOUIRED 4-6 3.5 m. 12 250 mm to" 7-9 1,2 m ,V 150' mm fa' NQT Rt"QUIRED 7-9 1.8 m 6' 200 mm 8" 7-14 :2.4 rn 8' 200 mm 8' ow►wnc na: 4849 REOUIRED 7-9 3,5 . rn 12' 250 wmtn IO- * 9 1-2 m 4' 150 mm 6' * 9 2.4 rn 8' .200 mm 8' > 9 3.5- ryv (12')' 250 mm (10') 51 mm (2") 0 STD STL PIPE,r-_,� ✓TOP RAIL DETAILS RAILS AND POSTS f J `{ SHEET 3 D CAP DETAIL 150 r� A �ti I rI 25 mm (1") 0 4610 mfi STD PIPE NOTE 5 " (18) ' WELD -ALL AlR'0UIII •-� SUP. JOINTS 46S.m X460 mm d) CLEAR <L "�, 18 _ K SEE NATE :5 ` GRIP RAIL r 25� mm { l ") � ____" _-., T,, TREAD WIDTH 5TIO PIpE NON-SHRii�lK GROUT ' -- EXPANSION o 460 rnm 30a rnrn TOP (iF WALL .� T18"� `�� L` �''�.- d01NT, END QF D , ,'.. '�--� � NI 117 2 BACK OF O .WALL 2311 mm SEE SHEET 1 FOR - --_ ?'rfSIDEWALK FRONT SECTION D -D (6 a MIN BOTTOM[ RAIL, POSTS, ~� -"-'� UPPER RAIL E(3 )�N p EMd8E0ME�(T 0 FAST �,.� ,, L.__. • POSTS PER -�'n-, 100 �`l , TI - .��* I .E ^ SHEET 1 STD PIPE2.,, m N o " TYPE A, SECTION A -A (+"} C EAR �`�.�_~` v •, mm\STAIR _____� w TOP RAIL TYPE 1 51 rn2 0 B SID PIPE, RAILS AND POSTS -j CURB ;-- L ----' EsuP'JOINTS (14 TY TYPE C ['� 0 „ 6HANDRAIL_ INSTALLATION ON STAIRWAYS 25 mm (1.") 0 (14") Sfib PIPE OR Ell APPROVED EQUAL Mill 125 mm g" RIVE -ON STEEL 7'5 mm ( 1 6 mm END CAP TYPE B � 3 �. E @. SECTION BSE Z FRONT SECTION E=E CL RAILS i i cot PICKETS, i N m DERAIL TYPE 2 51 mrn ("} 13 mrn I;1 /2"� II ��W rsm PIPE STD PIPE `f a 6 mm 1 4 ar,1 SLIP JOINT DETAIL CAP DETAIL FOR FAIL EVD o m (4-) m N 0 TES;, (12) RIP RAIL0 mm mIm4 1/2") 1 1100 25 m (1- ) 0 m '(4—"—) CRS AR 1. USE TYPE C ERE ADJACENT GRAIDE IS MORE -THAN 7610 mm (2'-6") BELOW LANDING STD PIPE WALL A. ' WH OR SIDEWALK FINISHED SURFACE, FRONT SECTION F—F POSTS 2- RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL PIPE. 64 mm (2-1/2") 0 C SECTION O -C BRACKETS EACH 2.44 m (8'--0'.) STD PIPE OR 3. PROVIDE SLIP JOINTS AT STAIRWAY EXPANSION JOINTS,. 7;3 rn (24') M XIM'UM , OR AS SHOW("! ON PLANS,. 51 mm C2"jl a TYPE C MOUNT TOP BR1ICKET ABOVE STRONG PIPE 4. MAXIMUM SPACING p POSTS SHALL BE 2.440 m(9' -Q"') ON STRAIGHT AUGNMENTS, AND TOP STAIR NOSE. WALL—MOUNTED. HANDRAIL ELEVATION 1.830 m (6'-0") ON CURVED AUGNMEiNTS WITH.LESS THAN 9.1 m (10') RADIUS, MAKE SPACING UNIFORM BETWEEN CHANGES IN ALIGNMENT. 51 WELDS SHALL 8E SLOT OR FILLET WELIDS EQUAL TO THICKNESS OF PIPE. WELD ALL .,JOINTS STANDARD PLANS FOR .PUBLIC WORKS'-CONSTRU, C,TICON STANDARD PLn,rI STaNpARC�: PLANS FOR PUBLIC WORKS CONSTRUCTIC)N �ET>aicX05— — ANS'I�ERSE 3a5 2 (GRATING CATCH BASIN ALLEY ) STANO 0 PLAN STANDARD PLANS FOR PUBLIIC WORMCS CONSTRUCTION �w .u® � �; ,n�.. GRATINGPATCH �r4Slt�1 "" A■�Y RANSMIfEI:SE ST� M�1c �'A� STANDA'Rp PLAN ME7RI SHOULD CONSTRUC110N OF THE REQUIRED IMPROVEMENTS NOT CDOMMENCE WITHIN TWO YEARS OFATE OF APPROVAL SHOWN HEREONE AND CARRIED FORTH IN A DILIGENT MANNER, 111E CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Imo, ii�Y. SHLUIIIIIII : :QTR S METAL HAND L ND RAILINGS 606-2 THS NDAR SPC C 51 mm (2") 0 STD STL PIPE,r-_,� ✓TOP RAIL DETAILS RAILS AND POSTS f J `{ SHEET 3 D CAP DETAIL 150 r� A �ti I rI 25 mm (1") 0 4610 mfi STD PIPE NOTE 5 " (18) ' WELD -ALL AlR'0UIII •-� SUP. JOINTS 46S.m X460 mm d) CLEAR <L "�, 18 _ K SEE NATE :5 ` GRIP RAIL r 25� mm { l ") � ____" _-., T,, TREAD WIDTH 5TIO PIpE NON-SHRii�lK GROUT ' -- EXPANSION o 460 rnm 30a rnrn TOP (iF WALL .� T18"� `�� L` �''�.- d01NT, END QF D , ,'.. '�--� � NI 117 2 BACK OF O .WALL 2311 mm SEE SHEET 1 FOR - --_ ?'rfSIDEWALK FRONT SECTION D -D (6 a MIN BOTTOM[ RAIL, POSTS, ~� -"-'� UPPER RAIL E(3 )�N p EMd8E0ME�(T 0 FAST �,.� ,, L.__. • POSTS PER -�'n-, 100 �`l , TI - .��* I .E ^ SHEET 1 STD PIPE2.,, m N o " TYPE A, SECTION A -A (+"} C EAR �`�.�_~` v •, mm\STAIR _____� w TOP RAIL TYPE 1 51 rn2 0 B SID PIPE, RAILS AND POSTS -j CURB ;-- L ----' EsuP'JOINTS (14 TY TYPE C ['� 0 „ 6HANDRAIL_ INSTALLATION ON STAIRWAYS 25 mm (1.") 0 (14") Sfib PIPE OR Ell APPROVED EQUAL Mill 125 mm g" RIVE -ON STEEL 7'5 mm ( 1 6 mm END CAP TYPE B � 3 �. E @. SECTION BSE Z FRONT SECTION E=E CL RAILS i i cot PICKETS, i N m DERAIL TYPE 2 51 mrn ("} 13 mrn I;1 /2"� II ��W rsm PIPE STD PIPE `f a 6 mm 1 4 ar,1 SLIP JOINT DETAIL CAP DETAIL FOR FAIL EVD o m (4-) m N 0 TES;, (12) RIP RAIL0 mm mIm4 1/2") 1 1100 25 m (1- ) 0 m '(4—"—) CRS AR 1. USE TYPE C ERE ADJACENT GRAIDE IS MORE -THAN 7610 mm (2'-6") BELOW LANDING STD PIPE WALL A. ' WH OR SIDEWALK FINISHED SURFACE, FRONT SECTION F—F POSTS 2- RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL PIPE. 64 mm (2-1/2") 0 C SECTION O -C BRACKETS EACH 2.44 m (8'--0'.) STD PIPE OR 3. PROVIDE SLIP JOINTS AT STAIRWAY EXPANSION JOINTS,. 7;3 rn (24') M XIM'UM , OR AS SHOW("! ON PLANS,. 51 mm C2"jl a TYPE C MOUNT TOP BR1ICKET ABOVE STRONG PIPE 4. MAXIMUM SPACING p POSTS SHALL BE 2.440 m(9' -Q"') ON STRAIGHT AUGNMENTS, AND TOP STAIR NOSE. WALL—MOUNTED. HANDRAIL ELEVATION 1.830 m (6'-0") ON CURVED AUGNMEiNTS WITH.LESS THAN 9.1 m (10') RADIUS, MAKE SPACING UNIFORM BETWEEN CHANGES IN ALIGNMENT. 51 WELDS SHALL 8E SLOT OR FILLET WELIDS EQUAL TO THICKNESS OF PIPE. WELD ALL .,JOINTS BENCH MARK NO. 119 LOCATION: BRASS CAP NORTH END OF NORTHWEST CORNER OF SIERRA AVENUE AND ARROW BOULEVARD. ELEV. 1275.25' UC1CJ@I'aI'OUf1d S@I'VIC@ AI@t"t SECTION 4216/4217 OF THE GOVERNMENT2305 CODE REQUIRES A DIG ALERT IDEN71FlCA710N NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID %FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT UNDERGROUND TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG STANDARD PUNS FOR PU8L1C, 1N4RKS CK•]NSTRUICT14Iy ALL AROUND, STANDARD PLANS FOR PUBLIC WORKS GaNSTRUr�TION srnNa�R�RR PL+�IN I MET1i1C 0 � n 606-2 STANO 0 PLAN STANDARD PLANS FOR PUBLIIC WORMCS CONSTRUCTION �w w�lAWltlklto 6V 1►iq. r� s INC. METAL.- HAND RAILINGS STANDA'Rp PLAN ME7RI SHOULD CONSTRUC110N OF THE REQUIRED IMPROVEMENTS NOT CDOMMENCE WITHIN TWO YEARS OFATE OF APPROVAL SHOWN HEREONE AND CARRIED FORTH IN A DILIGENT MANNER, 111E CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Imo, ii�Y. : METAL HAND L ND RAILINGS 606-2 GRADING IMPROVEMENT PLANS }M�. 2Q00 I METAL HAND' RAILINGS e>L�� , N ow�wN BY: � CAMPUS PARKING LOT IMPROVEMENTS TA A D DETAILS � A3 SHOWNNo.89984 SHEET 3 OF BENCH MARK NO. 119 LOCATION: BRASS CAP NORTH END OF NORTHWEST CORNER OF SIERRA AVENUE AND ARROW BOULEVARD. ELEV. 1275.25' UC1CJ@I'aI'OUf1d S@I'VIC@ AI@t"t SECTION 4216/4217 OF THE GOVERNMENT2305 CODE REQUIRES A DIG ALERT IDEN71FlCA710N NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID %FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT UNDERGROUND TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG �4C ��y MRFyy� W �^ � � ~ � � �r•9-�o-�2 9 civ�� `r �°F �+��f TKE ENGINEERING, INC. CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 EKING 951 FAX � � 680-0490 fill• t0 -2c)- to GRADING IMPROVEMENT PLANS CAMPUS PARKING LOT PROJECT SHOULD CONSTRUC110N OF THE REQUIRED IMPROVEMENTS NOT CDOMMENCE WITHIN TWO YEARS OFATE OF APPROVAL SHOWN HEREONE AND CARRIED FORTH IN A DILIGENT MANNER, 111E CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. LjTY OF FUNTANA, (;ALIr'URNlA GRADING IMPROVEMENT PLANS ow�wN BY: � CAMPUS PARKING LOT IMPROVEMENTS TA A D DETAILS � A3 SHOWNNo.89984 o BY:S TlQi - DAM OCT. 2010 TERRY RENNER R.C.E. No. 69984 EXPIRES:9-30-12 �pU �. T� DATE: � � � � ow►wnc na: 4849 27 1 27 Rev R�ns�or� o�iPnoN ua� orcR. an ua� CITY ENGINEER R.C.E No. 51152 TKE JOB #: 101-49 fif