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HomeMy WebLinkAbout1502-D RA NCHO C UCA MONGA A D UL T SP OR TS PA RK EXP..4NDED PARKING LOT GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS/ SPECIFICATIONS AND THE STORM DRAIN PLANS CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 ED. WITH '92 & '93 SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND RANCHO CUCAMONGA SPECIFICATIONS. FOOTHILL BLVD. ( ROUTE 66) S 2 POWER VALVES, FIRE H YDRANTSP EONC„ CONSTRUCTION NOTES & ESTIMATE OF QUAN717TV ❑R SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY z PROJECT 3Q 1 CONSTRUCT 66' R.C.P. - 1350 D .S/O LF LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE 1 < LOCATION �W SHEET I NDEX. _ 2 CONSTRUCT 48' R.C.P. - 1200 D g/� LF DONE SHALL BE REMOVED, RELOCATED ❑R PROTECTED IN PLACE AS REQUIRED. 3 CONSTRUCT 42' R.C.P. - 1000 D ZZs LF. SPORTS COMPLEX r..................- Z. STORM DRAIN PLAN STA. 0+00 TO 9+49.65 i. TITLE SHEET 4 CONSTRUCT 36' R.C.P. - 1000 D LF. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 3. STORM DRAIN PLAN STA. 9+49.65 TO 19+97.83 5 CONSTRUCT 24' R.C.P. - 1250 D Z/ LF. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY I ARROW ROUTE 4. LATERAL PROFILES AND DETAIL SHEET CONSTRUCT 18' R.C.P. - 1250 D LF RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING 6 25� DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY STD. 331 s EA. SUCH FACILITIES ARE SHOWN ❑N THESE PLANS. 7 . W (D_ CONSTRUCT MANHOLE No. 2 PER CITY STD. 319 ✓` EA. W o 9 CONSTRUCT CATCH BASIN PER CITY STD. 300 W = PER PLAN �iE B EA 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR = Y w 10 CONSTRUCT LOCAL DEPRESSION CASE A PER CITY STD. 307 3� S.F. CONSTRUCTION W ITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR JU _j0 11 CONSTRUCT LOCAL DEPRESSION CASE B PER CITY STD. 307 392 S.F. RIGHT-DF-WAY, 12 CONSTRUCT LOCAL DEPRESSION CASE E PER CITY STD. 307 S.F. 13 CONSTRUCT TEMPORARY C.M.P. CATCH BASIN PER CITY STD. 311 AND DETAIL PER 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY DWG. C-I. Ls, LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO 14a- REMOVE EXISTING BRICK AND MORTAR BULKHEAD PAVING. 15 PROTECT EXISTING FENCE IN PLACE OR REMOVE/ RELOCATE /REPLACE TO SATISFACTION OF ADJACENT PROPERTY OWNER.AND CITY INSPECTOR. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH VICINITY MAP BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED, A WRITTEN REPORT WITH THESE COMPACTION NOT TO SCALE 1 1 ) EA. W=3.5' TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL (2 ) EAW=4' 12 1 EA.. W=7' PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING, (2 ) EA. W=10' SHEET INDEX MAP ( 1 ) EA. W=14' 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE I SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS FOOTHILL BOULEVARD WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND ❑MISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN AND HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE BENCH MARK SHALL BE CLEANED UPON REQUEST OF THE I NSPECTOR, SOUTH T.C. ARROW RTE. 70 FEET E/O 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS WEST P.L. PROD OF SPORTS COMPLEX I 0 INCLUDING, BUT NOT LIMITED TO, ENCROACHMENT PERMITS, DUST CONTROL 1' E/0 EAST DRIVEWAY APPROACH. o PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN BERNARDINO HILTI NAIL do WASHER. D w COUNTY FLOOD CONTROL DISTRICT, LICENSES FROM SOUTHERN CALIFORNIA ELEV. = 1158.455 w EDISON COMPANY, ETC. PRIOR TO BEGINNING WORK ON THE PROJECT. Z > z a u_ 11, CONTACT UNDERGROUND ALERT 1-800-422-4133 AND ALL AFFECTED UTILITY RANCHO CUCA NGA SPORTS COMPLEX -i COMPANIES AS REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. CONSTRUCTION T.B.M.'S PROPOSED E ANDED PARKING LOT z _j 12. TRENCHING /BACKFILL FOR ALL STORM DRAIN FACILITIES SHALL CONFORM A. WEST T.C. ROCHESTER AVE. AT NORTH SEE SHEET w z TO THE CITY OF RANCHO CUCAMONGA STD DWG. NO. 341 TYPE I. P.L PROD OF SPORTS COMPLEX. $ 3 OF 4 = z STREET STA. 46+57. HILTI NAIL do WASHER, ST Ap1UM d < j = ELEV. = 1187.82 PARK PROP. 48" RCP to —_ Y B. WEST T.C. ROCHESTER AVE. AT STADIUM w PKWY. N.W. CURB RETURN 1' N/0 B.C.R. cr w STREET STA. 43+95. HILTI NAIL do WASHER. ELEV. = 1182.46 CA u } C. WEST T.C. ROCHESTER AVE. AT STADIUM i PKWY. S.W. CURB RETURN 1' S/0 B.C.R. v v STREET STA. 42+60. HILTI NAIL & WASHER. 0 g N ELEV. = 1179.95 SEE SHEET d N D. WEST T.C. ROCHESTER AVE. AT JACK 2 OF 4 BENNY DR. N.W. CURB RETURN 1 N/0 JACK KENNY B.C.R. STREET STA. 37+82. HILTI NAIL do _. FUTURE JACK_ BENNY WASHER. DRIVE DRIVE ELEV. = 1171.385 -�C 3 NOTICE TO CONTRACTOR Q DESCRIPTION OF REVISION DATE APPROVVJKI) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN (� ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW CITY OF RANCHO CUCAMONGA LOCATIONS OF ELECTRICAL UNES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS RANCHO CUCAMONGA AD ULT SPORTS PARK SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PUCE TO WORK AND ARROW ROUTE EXPANDED PARKING LOT THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION' OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE TITLE SHEET STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS'. THE CML ENGINEER SWILL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCON- V TRACTORS COMPLIANCE WITH THE 'OCCUPATIONAL HEALTH AND SAFETY REGULATIONS' OF THE U.S. t STORM DRAIN PLANS DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS'. L - APPROVED BY: _ DATE _ . CONTRACTOR FURTHER AGREES THAT HE SWILL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB �' _�' `" CITY ENGINEER R.C.B. N0. 24953 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFELY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SWILL APPLY CONTINUOUSLY AND NOT BE LIMITED DFRIGN DERBISFU UERRA do ASSOCIATES_ [DRAWING MFN-DED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SWILL DEFEND, INDEMINITY AND HOU) THE D.G.A. CIYII E?iGINEKELS OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABILTY, REAL OR ALLEGED, IN 8331 lmce ev»T3 SO1TE 154CONNECTION WTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR WIBILITY ARTS- ` DRAIYN R.C., U CA A (»a,)s�e'r-x150ING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. D.G.A. OF CI�'CKFD D I, E. GUF RA' No. CITY RC.L No. 28224 . DaU 3-31-95 Date 1 "9502- � PROJECT SHEET NO. 12 OF 3N' r k i j 1 1180 1180 EX/ST/NG GROUND OVER STORM ORA/N FUTURE F/N/SH SURFACE -- OVER STORM ORA/N -� Q h EX/ST/NG GROUND OVER p STORM ORA IN 1 170 • y�L � , * - t 170 ►. W �; /PSP V =aooc8 Q I• ` A � -f 160 � � h � PROFILE SCALE ©%o- 9 c /�Z. fs s HORIZ. .. 1 ' 40 dG> f7�.t�ST. /93.S24f"rG �Pc..a a VERT. I = 4 P,� _ �Z7lo Gfs 9+00 8+00 7+00 6+00 6+00 5+00 4+ DO 3+ 10 2+00 I+00 0+00 Q STA. MATCH B CONTRACTOR TO VERIFY EXISTING ELEVATION �+- 6+00.0 0 LINE = I PRIOR TO CONSTRUCTION! SCALE I":40' p. %\- /1010,lo E.C. _ _ I I ^� W I � florin S Orvi D � c � h �-ROW OF 7 SPR/NKL ERS �) —�► fvalve q PRO TEC T /N PL ACE _J 17 w V _ _ �} _ Z U �—1 7.W W (I /� ~ W ' EX/ST. W.k.s a J DIET EYIST CNIr/tl L/�/K 7PROTECT /N PLACERSEosemen� ci ON CONC. D U c r �rw D/. .e0A0 E.�'/ST✓,c4'.�' Ch/�l/,c/L/.t/,e FE,c./r� W — — - cr- - ---_ ---- — I • or. • e • • • • d • • e • • r • . u • c • r LLC) U � Z 2 � F�fUrt Sarrifi,� •P/ftrVonf BennyO� I } (rD /Z S/orm Omi� I ti 0 I ROW OF SIL YEA DOL LAR Q Q Ease�ne�f O 1 EUC,4L/PT!/S 0 H + QloVn PRO TECT YN PL ACE q� (D X51 �. ^` PN ROW OF EUCAL/PTUS T STORM DRAIN PROTECT /N PLACE BENCHMARK ` CURVE DATA Q `x I �5• SCP - _ �I D �n SCALE �, — – L1-_ 30'00'00" � d�B/.SO E.C. � �� 00'45. '` A I"=40' 2 SOUTH T.C. ARROW RTE. 70 FEET R= LV � � I `' E/0 WEST P.L. PROD OF SPORTS ' CONSTRUCTION NOTES L= 23.56' 20J8�1� COMPLEX I' E/O EAST DRIVEWAY T= 12.06' 3� N APPROACH. HILTI NAIL & WASHER \N 0 Q• \ ELEV. = 1158.455 10-- CONSTRUCT 66" R.C.P. 1350-D I �` 1 L'DAISfQcJGf�D RG.G. CoL(,AQ/�cocd Drawlnq I © �= 90'28'24" \S �/ �o,�5?Izt1GfED �. 2 CONSTRUCT 48" R.C.P. 1200-D R= 45.00' 1:76.6. Col w,,A , Q \ � •, CITY L- 71.06' � DESCRIPTION OF REVISION DATE CONSTRUCTION T.B.M.S _ �j f APPROVED — \ \R � LL 8a-- CONSTRUCT MANHOLE N0. 2 PER CITY STD. 319 T= 45.37' V /�'J �' A. WEST T.C. ROCHESTER AVE. AT NORTH , • 1 P.L. PROD OF SPORTS COMPLEX. 14 REMOVE EXISTING BRICK AND MORTAR BULKHEAD © A= 90'28'24" to CITY OF RANCHO CUCAMONGA 3 STREET STA. 46.57. HILTI NAIL 3 R= 45.00' Q WASHER L= 71.06' � ELEV. = 1187.82T= 45.37' RANCHO CUCAMONGA ADULT SPORTS PARK 6 ' EXPANDED PARKING LOT B. WEST T.C. ROCHESTER AVE. AT D STADIUM PKWY. N.W. CURB RETURN I' N/0 B.C.R. STREET STA. 43.95. w HILTI NAIL S WASHER FROM STA. 0+00 TO STA. 9+49.65 ELEV. = 1182.46 C. WEST T.C. ROCHESTER AVE. T \ �� to STORM DRAIN PLANS STADIUM PKWY. S.W. CURB RETURN C I' S/O B.C.R. STREET STA. 42.60. /� APPROVED Bl': DATE: a HILTI NAIL b WASHER 2 ELEV. = 1179.95 ARROW ROUTE _ G � - - rrr�rP.fR, 4�I,t9y"ok-, ,""" CITY ENGINEER tv RCE. NO. 24953 D. WEST T.C. ROCHESTER AVE. AT JACK DESIGN DERBISH, GUEpDA AND ASSOCIATES RECOMMENDED BCNRYSDTREET STARE RETURN82. HILT N/0 !!;`. 'k, �` NAIL b WASHER D.G.A. CIVIL ENGINEERS �� 1 / A ELEV. 1171.385 `,. ft D.G.A. `/ !�3 /�`T _, 8331 UTICA AVE. ST. 150 1909)987-4306 i_ 9 111 DRAWN RANCHO CUCAMONGA, CA. SHEET 91730 r : -D.G.A. 2 OF 4 CHECKED DA IEL E. UER A DRAWING N0. — R.C.E. NO 29224 CITY DATE % �''� EXP. DATE 3-31-9b 1502 -D PROJECT SHEET NO. 13 OF 33 tT Q V a 6 FAVI NG GROUND OYER 0 d STORM ORA/N ti ' EXIST/NG GROUND O tiERPROPOSED SURFACE PROPOSED FINISH SURFACE \ STORM DRA/N lk $ - O tiER STORM DRA/N O tlER STORM DRA/N '---t f B 0 t tso-- �.y'G'L. -o ti Q s_oo /8 3 �N✓ --- — —�_ Q y ��3 66:P�. k v W --1170 1170 'j � V I c Q•e� h Q -. ooze �j% aV yj lc�b \ cfs cfs 4/s 41 Q� v it/ T ZG7. 9 .P SGT" eaA/ T. zle,-prA .IZ \ V X \ V 4f67 zoalvsr 7/.OZ P•oo = 9S.Bc/s. 41z- OB"'eC-p PROFILE SCALES HORIZ. I"=40' VERT. I"=4' I i 20+00 19+00 18+00 17+00 16+00 15+00 15+00 14+00 13+00 12+00 11+00 a 10+00 7 lu ✓UNCT/ON STRUCTURE 40 2 4= 450000•' STA. 14+50.00 MATCH LINE 7 nj V SCALE 1"-4 0 B 9= /8•� Z9, ✓UNCT/ON STRUCTURE NO. 2 �t ill C= 2.50' 2A= 45 00' Q 0= 42" /4.66.0/ LQ TERAL C= -730' O L 0-r 48'h 9 rr w 0 Z LA TERQL "E" \ G LATERAL "C" g a 2 D LQ TERAL ----- ---- - O SCALE V SEE GRAD/NG PLAN FOR '— '— I"=4 O' 4 LATERAL "G" G 3 �I 3 LATERAL CATCH BAS/N DETA/L � 9f52.96 NON L0 + E LATERAL d' STA. 9+49.65 MATCH LINE G Q 7 I F- U) ✓UNCT/ON STRUCTURE NO. 2 B= 24- tV L'OO---- Oso' 4811111' 7 ✓UNCT/ON STRUCTURE NO. 2 Z A= 68%0%0" it STORM DRAIN & LATERAL B_ 200 CURVE DATA < _BENCH MARK h L,o-- 42" O R = 45.'00'44 D= 90'00'00 " OF " R= 45.00' sou•—TH T.C. ARROW RTE. 70 FEET CONSTRUCTION NOTES L= 70.69' - 7 T= 45.34' E/0 WEST P.L. PROD OF SPORTS T= 45.00' Q 20-- CONSTRUCT 48" R.C.P. 1200-D ✓UNCT/ONSrRUCTURENO. 2 DESCRIPTION OF REVISION DATE CITY COMPLEX I' E/0 EAST DRIVEWAY APPROACH. HILT] NAIL & WASHER A= 900000" /� ELEV. - 1158.455 3a-- CONSTRUCT 42" R.C.P. 1000-D �/ �= 45'00'00" GO �= 45'00'00" B= /8" 4� CONSTRUCT 36" R.C.P. 1000-D C= /.50' R= 22.50' R= 17.67' CITY OF RANCHO CUCAMONGA 0= 42" L = 17.67' L= 17.67' CONSTRUCTION T.B.M. S_ 5r�--- CONSTRUCT 24" R.C.P. 1250-D T= 9.32' T= 9.32' RANCHO CUCAMONGA ADULT SPORTS PARK A. WEST T.C. ROCHESTER AVE. AT NORTH 6a-- CONSTRUCT 18" R.C.P. 1250-D EXPANDED PARKING LOT M P.L. PROD SPORTS COMPLEX STREET ST[,TION 46.57. HILT( NAIL 7�- CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY STD. 331 S SWASHER FROM STA. 9+49.65 TO STA. 19+97.83 ELEV. - 1187.82 8 CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 B. WEST T.C. ROCHESTER AVE. AT 9a— CONSTRUCT CATCH BASIN PER CITY STD. 300, W= 1 PER PLAN) STADIUM PKWY. N.W. CURB RETURN 1' N/0 B.C.R. STREET STA. 43.95 10 CONSTRUCT LOCAL DEPRESSION CASE A PER CITY STD. 307 -TORM DRAIN PLANS HILTI NAIL d WASHERYZ ELEV. - 1182.46 II CONSTRUCT LOCAL DEPRESSION CASE B PER CITY STD. 307 APPROVED BY: DATE: — CITY ENGINEER RC.E N0 24953 C. WEST T.C. ROCHESTER AVE. AT STADIUM 12 CONSTRUCT LOCAL DEPRESSION CASE E PER CITY STD. 307 PKWY. S.W. CURB RETURN I' S/0 B.C.R. ,� ��� ` � G+ q<<r DESIGN DERBISH RA AND ASSOCIATES RECOMMENDED STREET STA. 42.60. HILTI NAIL a 13 CONSTRUCT TEMPORARY C.M.P. CATCH BASIN PER CITY STD. 311 AND DETAIL PER DWG. C-I. ELEV. = 1179.95 h Q G�99 D.G.A. c IL ENGINEERS all !/a /Cg WASHER �� 8331 UTICA AVE. ST. 150 (9091987-4306 !T ` // D. WEST T.C. ROCHESTER AVE. AT JACK KENNY aL v z\ DRAWN R.C. CA. 91730 SHEET DR. N.W. CURB RETURN I' N/O B.C.R. STREET � X � D.G.A. 3 4 STA. 37.82. HILTI NAIL 6 WASHER f ELEV. = 1171.385 I NA '�+4i'I OF =lp CMV ��� 1,� CHECKED D NIEL E. UERRA 292?4 DRAWING N0. Of CAOEt►tt� CITY DATE EXP. 3 31-95 1502 -0 PROJECT SHEET NO. 14 OF 96 Q� AFt7P. F.S U % IS r c; b N 1180 — 1170 —1180 UG.Z-, y, 0 � 0 0 a �s a '� M 0 Wh Z, q b 1 6 —f,170 — d � � --- 118 0 ��-�.s� � � N� I - --- 1170 t. 0 P.POPDSE� F.S. Q �7Q d o N ►. 1, "Z4K=O.,g b p� 'h� M �,t\ p • P,PD.ctJSEI� Fs. _ � � �� • � V 3 r lp evlvsT. /07. 93�F /8"Alolirl, Cot�5'T. 33.P3 O $ tkti 9 3 ��• Qieo PEA,E'=¢.3 c.fs, 1180 ��l - 1170 = \ t 1160 Z47712�el4zl Z, 2F f�GL N �I s.ods v % Q' �Qg3IN �' %Q\ PROFILE SCALE ��� HORIZ. I"=20' Q�ooPE,4k=2�S=.res 0 �, �0 VERT. 1"=4' h vR 4ice PEgK=?.3 c.�s. Ile 1�eellll W PLAN SCALE 0 60\ BENCH MARK SOUTH T.C. ARROW RTE. 70 FEET E/0 WEST P.L. PROD OF SPORTS COMPLEX I' E/0 EAST DRIVEWAY APPROACH. g G ELEV=1158.455 Quo �f,4� : 93 CONSTRUCTION T.B.M.'S xi��101•F�. � � '(• f F ���y ��U�b' • A. WEST T.C. ROCHESTER AVE. AT NORTH B ��'' f3 �' P.L. PROD OF SPORTS COMPLEX. `L P ,,�G• CONSTRUCTION NOTES WASHER STA. 46.57. HILTI NAIL b OSD� �G' _a- e/• CONSTRUCT CATCH BASIN PER CITY STD. 300 • W= ( PER PLAN 1 ELEV.= 1187.82 B. WEST T.C. ROCHESTER AVE. AT STADIUMs8/ / PKWY. N.W. CURB RETURN I' N/0 B.C.R. �L�8�'�9 Zh 2L I I 10 CONSTRUCT LOCAL DEPRESSION CASE A PER STREET STA. 43+95. HILTI NAIL & WASHER. �LsB/.3 -- I LATERAL G'" ,f(� LLf�D ? �l !g I - -- II CITY STD. 307 ELEV.=1182.46 LATERAL •C"' LATER,4L 'C"" J II CONSTRUCT LOCAL DEPRESSION CASE 8 PER C. WEST T.C. ROCHESTER AVE. AT STADIUM 9 `L' QD' I F�. �L� ��' �J CITY STD. 307 PKWY. S.W. CURB RETURN I' S/0 B.C.R. STREET STA. 42+60. HILTI NAIL 6 WASHER. v-4.ZS I V 12 CONSTRUCT LOCAL DEPRESSION CASE E PER ELEV.=1179.95 �--- 9� u h CITY STD. 307 D WEST T.C. ROCHESTER AVE. AT JACK 7 go BENNY DR. N.W. CURB RETURN I' N/0 SBI Z�l� �•'' 1^ c B.C.R. STREET STA. 37+82. HILTI NAIL ,i�0 9 8 WASHER. �' tt ELEV.=1171.385 e� F�• ., s �c• . 3 y /v �� " � g�0.�q• ti C' 3 I � 1 I LATERAL I - DESCRIPTION OF REVISION DATE CITY APPROVED 3 - ---- �.. ,� 9 w=/oar' ( - � E � � ,��(�l►� �jl �--- -- LgTERq� q„ CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA ADULT SPORTS PARK Q EXPANDED PARKING LOT �3 c y�1. h , �80�� 9 LATERAL PROFILES & DETAIL SHEETgo- fe / h 1 STORM DRAIN PLANS � �' O� h CC-, q0 APPROVED BY: DATE CITY ENGINEE RC.E N0.24953 � DESIGN DERBISH, G RA AND ASSOCIATES RECOMMENDED O ` D.G.A. C VIL ENGINEERS ��? ` ' t •q• •' 8331 UTICA AVE. ST. ISO %v O ` - "�C� Q• �, �O a k ! ._ R.C., CA. 9170 19091987-4306DRAWN SHEET P 1� , D.G.A. �,. 4 OF 4 ft. CHECKED DA IEL E. GU RA DA E DRAWING N0. CITY R.C.E. NO. 29224 EXP. DATE 3-31-93 1502 PROJECT SHEET NO. 15 OF 38