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HomeMy WebLinkAbout1722-D GENERAL NOTES STORM DRAIN OUTFALL IN IRONWOOD STREET 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY OF 18. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION FOR RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER AND WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS BUILDING DEPARTMENT BEFORE PROCEEDING FURTHER. OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE 19. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL SUNRISE OF RANCHO CUCAMONGA 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT METHOD THROUGHOUT THE CONSTRUCTION OPERATIONS. WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED 20. NO ADJUSTMENT OF ELEVATION SHALL BE MAKE WITHOUT PRIOR WRITTEN APPROVAL OF ASSISTED LIVING IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. THE BUILDING OFFICIAL AND THE CIVIL ENGINEER OF RECORD. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF 21. ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.5% WILL LEGEND WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING - STREET LIGHT BE WATER TESTED PRIOR TO FINAL FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT AC ASPHALT CONCRETE FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER THE TIME OF INSPECTION SHALL BE CAUSE FOR REMOVAL AND REPLACEMENT. - s - SEWER LINE co CLEAN OUT OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. PCC CONCRETE 22. GRADING CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER NOT LESS THAN 72 HOURS - W - WATER LINE SMH SEWER MANHOLE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, IN ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT. EACH PROPOSED FS FINISH SURFACE ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN IMPORT SOURCE SHALL BE SAMPLED, TESTED, AND APPROVED PRIOR TO DELIVERY OF SD - STORM DRAIN FL FLOWLINE OF GRADED SWALE ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. SOILS FOR USE ON THE SITE. FF=670.00 FINISH FLOOR ELEVATION FG FINISHED GRADE P=670.0 PAD ELEVATION GB GRADE BREAK 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES 23. WE HEREBY CERTIFY THAT WE HAVE RECEIVED THIS PLAN AND THAT IT SUBSTANTIALLYTC TOP OF CURB SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT LAJ x s7o AERIAL TOPOGRAPHIC ELEVATION CF CURB FACE CONFORMS TO SOILS REPORT N0. 58-8267-OX -s7o - EXISTING TOPOGRAPHIC CONTOUR OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL DATED 14 MAY, 1999 FOR 9515 & 9519 BASE LINE ROAD. = - -- - PROPERTY LOT/BOUNDARY LINE FF FINISH FLOOR PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR Z TCO TOP OF CLEAN OUT VERTICAL CURVE AREAS. PREPARED BY: KLEINFELDER, INC. 0 CONCRETE WALK TG TOP OF GRATE OR VAULT COVER 24. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTION SHEET FLOW INV INVERT 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, LF LINEAR FEET IN ACCORDANCE WITH APPENDIX 3317.2 OF THE 1994 UNIFORM BUILDING CODE: - 4 FH FIRE HYDRANT OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. WARREN DAVID WAGNER STATE LIC. NO. R.C.E. 14379 EASING Ir SEWER ® WV WATER VALVE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING EASTING 41" WATER ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE 25• THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE ALERT - ( 1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF DAC EXISTING 6" WATER ROAD CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS CONSTRUCTION. A SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT 19 TH STREET OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR DETECTOR CHECK- 8. P.LV. _ ASSISTED LIV NG CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFYFDc SITE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN t _ SQ STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST 3 " _ r a.� Fi 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS „ ! BASELINE RD PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 6' PRIVATE SEVER TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO BACKWATER VALVE PEPPER PROPOS PROTECT THE UTILITIES SHOWN, AND/OR ANY OTHER LINES OR STRUCTURES NOT VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. SHOWN ON PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY - �� Q ST STORM RAIN DAMAGE TO THESE LINES OR STRUCTURES. I - OUTFALL 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS ( -" �� Q� m TAKEN TO DETERMINE STRUCTURAL SECTIONS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED I 2 STORY ASSISTED 2 CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME L" LIVING FACILfTY 4CDc 41 Sr 41 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; �j 59 UNITS Z NacNoua THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ;; PER EPARATE - e A PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO W S PLANS < Y WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL ? GREASE t = Paco acro sr 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON Li INTERCEPTOR THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGNBALSA ST P- REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY PROFESSIONAL. °° APPLIED AT THE MANUFACTURE'S RECOMMENDED RATE FOR THE FULL PAVEMENT �` WIDTH PRIOR TO PAVING. UNAUTHORIZED CHANGES & USES: = _ - f 1 �. , 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, a - - - - - CHURCH ST OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS 6' FIRE LINE I SHEET 2 NTs CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. F.H. F H1 F. END BY THESE PLANS WFiiCH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES NOTICE: t �I� CONSTRUCTION VICINITY MAP __. SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL „ t-Y }w J -~ I 1 NTS - _ - DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. - - -- 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. ss ,1 72 73 15. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES sF � _10, STORM DRAIN ESMT. PROPOSED A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 818-969-7911 KEUSMAN ITEM QUANTITY UNIT I I i j STORM DRAIN MR. BOB STALLINGS . AVENUE FOR BASE LINE ROAD CONSTRUCTION IMPROVEMENTS } � i __ OUTFALL - - - - - - - - - - - - - - - - - - - - - - "� -'- - B. GENERAL TELEPHONE 800-483-3000 1 INSTALL 15" R.C.P. (2000-D) WITH CEMENT SLURRY BACKFILL IN IRONWOOD. 392 L.F. -1 f e� _ _ _ --+ ---- - -- --- --- -__-- 2 INSTALL 2-4" D.I.P. LOW FLOW DRAINS. 104 L.F. 67 _ _. f____ _ ___ - -- - _ .. C. SOUTHERN CALIFORNIA GAS COMPANY 800-427-2200 RES. - Ta - - 216 N. EUCLID AVENUE 800-427-2000 COMM. 3 CONSTRUCT 3.5' CURB OPENING CATCH BASIN PER CITY STD. 300, 1 EA. 1i ( I I ONTARIO, CA 91762? 4 CONSTRUCT 36" DRAIN BOX PER DETAIL 4, SHEET 2. 2 EA. = I I 5 CONSTRUCT 24" DRAIN BOX PER DETAIL 5, SHEET 2. 2 EA. ` L - - - - - - - IRONWOOD STREEI I D. CUCAMONGA COUNTY WATER DISTRICT 909-987-2591 - _ 10440 ASHFORD STREET 6 CONSTRUCT LOCAL DEPRESSION (CASE E) PER CITY STD 307. 1 EA, ss r X - _ _ _ __ ___ ___ __ ___ _ _ -__ _ _ I I BEGIN RANCHO CUCAMONGA, CA 91730 il - CORE 4 1/2" CURB OPENINGS FOR 4" D.I.P. 2 EA. «'+� - f I sO I CONSTRUCTION E. METROPOLITAN WATER DISTRICT 909-593-7474 CONSTRUCT 8" CURB WITH 18" GUTTER. 40 L.F. A 700 N. MORENO AVENUE CONSTRUCT 4" SIDEWALK PER CITY STD 103. 934 S.F. ss� 64 ( 63 62 61 LA VERNE, CA 91750 CONSTRUCT 12" CONCRETE SWALE PER DETAIL 10, SHEET 2. 104 L.F. INDEX MAP �-- - - - - - - - - - - -S"�_3- - - - - - - - - - - - _ - F. COMCAST 909-983-9895 11 CONSTRUCT 16" CONCRETE CHANNEL PER DETAIL 11, SHEET 2. 27 L.F. 1205 DUPONT ST. N TS 12 CONSTRUCT 5' WOOD FENCE. 100 L.F. ONTARIO, CA 91762 CONSTRUCT 3 COURSE SLOUGH WALL PER CITY STD. 605. 130 L.F. G. MARKS CABLEV1SION 909-987-6275 13 10808 FOOTHILL BLVD. #120 909-880-0222 14 SAWCUT EXISTING AC PAVEMENT/CONCRETE WALK. 352 L.F. RANCHO CUCAMONGA, CA 91730 15 REMOVE EXISTING SIDEWALK. 934 S.F. 16 REMOVE 8" CURB & GUTTER. 54 L.F. UNDERGROUND SERVICE ALERT 16. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY 17 REMOVE & REPLACE AC PAVEMENT PER CITY STD. 120. 1,113 S.F. SHEET INDEX FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. 18 REMOVE & REPLACE DRIVEWAY APPROACH (LOT 70). 140 S.F. � UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 1. TnU SHEET • CALL: TOLL FREE CITY TO THE CITY ENGINEER FOR APPROVAL. 19 REMOVE & REPLACE 5' CHAIN LINK FENCE. 100 L.F. 2 OUTFALL LOTS 69, 70 & 77 1-800-422-4133 DESCRIPTION OF REVISION DATE APPROVED TWO WORNG 17. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, 3. OUTFALL IRONWOOD STREET vBEFOREEIYOU DIGS G I 1 Y O I RANCHO CUCAMONGA ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. TITLE SHEET C� SUNRISE "ASSISTED LIVING" 0 Ln I STORM DRAIN OUTFALL IN IRONWOOD STREET CD DR 99 3 Z 0 Q DESCRIPTION BASIS OF BEARINGS BENCHMARK SOILS ENGINEER/GEOLOGIST OWNER/APPLICANT APPROVED BY I o'NEIL DATE: �o �Rp a v�i CITY ENGINE ED RCE 0. 24953 CITY OF RANCHO CUCAMONGA BENCH MARK NO. 10058 N KLEINFELDER, INC. A- � � �� DESIGN: �� per Pacific RECOMMENDED THE BEARING OF N 89'59'30" E FOR THE CENTERLINE OF BASELINE ROAD AS SHOWN ON 2" BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10058 1987" 1370 VALLEY VISTA DRIVE, SUITE 150 SUNRISE ASSISTED LIVING Q No.14379 `Z Z F.B. I ` o " ' o " ' r ` o � C I V I L ENGINEERS � BEING A SURVEY OF A PORTION OF LOT 2 PER MAP OF CUCAMONGA FRUIT LANDS DIAMOND BAR, CALIFORNIA 91765 w 3 ExP S U R V E Y o R S TRACT NO. 8248 AS RECORDED IN BOOK 110 OF MAPS, PAGES 1-3, INCLUSIVE, RECORDS OF AT THE NORTHWEST CORNER OF BASELINE ROAD AND ARCHIBALD AVENUE, 15 FEET WEST OF DRAWN: SHEET RECORDED IN BOOK 4, PAGE 9 OF MAP, RECORDS OF SAN BERNARDINO COUNTY. SAN BERNARDINO COUNTY WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. THE CURB RETURN AT THE WEST END OF A CATCH BASIN. (909) 396-0335 22422 SHADY ELM TERRACE 3-31-01 R A.Z PLACENTIA, CA. 92870 3418 1 OF 3 0 SOILS REPORT DIAMOND BAR, CALIFORNIA 91765 s�qT --- 714 993 4500 ELEV. = 1350.014 1987 PROJECT NO. 58-8267-OX (909) 612-0901 F OF CPL�FCHECKED:D.W. 3 !� __ NO. 14379 DRAWING NO. _ D o ( ) DATE. FILE NO. �� a I - + t i - BENCHMARK _ - __ _ -, _ _ _ _ - - _ _ . _ _ _._ _ _ __ __ - _ _ _ Y BRASS DISK IN CONCRETE CURB STAMPED "CITY OF RANCHO I is i 1 r : I 1 i i I I I I I i + CORNER OF ; 1 I ! I i i I IN CUCAMONGA BM 10058 1987' AT THE NORTHWEST j I i I I ! I 1 I , r , 1 r I BASELINE ROAD AND ARCHI � � � � � ._ � � � J_ - - - - - -' - - - -- - -- -- -----�- -- - -- -- - - -�- - - - - - -- _ BALD AVENUE, 15 FEET WEST OF : i i , « �- ? { +--1 �- - - 1- -- -- I r : . I ; , I i I I I I END OF A CATCH BASIN. 11 I , + + j THE CURB RETURN AT THE WEST 1 1 i I 1 i i I I I I 4 ;. _-- -- -- L- - - - - - - - - - - - - - - - - - - - - - - - - -- - - 1 -___-_ ____ ______t-4- _ ___.. _ _ -L_ 1_ __-1_-j__ �_ : i + 1 t 1 1 + + + + + - - - - �-�- �- + -- . -- �- - - �-- - -- -.I a - - - - - - _ + - - + - +- _1 - -a +_ + - - - - -� - - I - - -- _. I i I ; I I I ; , I i I I i , � I i � , , I 1 i 1 1 '� "'F '}- ..-t----}---�-- ..- I �-i ; , i "� -+- T�_ �t � �� ; }� ii i , j I 1 t i I i i I I ELEVATION 1350.014 (1987) I r I : ! 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I 1 } I � 1 �- + + 5 RCP 2001D-4 r.32 r - - 40N0 €T€ SWAL€ COAICR£T€ #ANNEL - - - T - - - - 1 . - - - -. .. , } T} I I 1 I I 1 (20 D) I I I j i r : r I I - -- - - -- -- - -- - - -- -- - -- - - -- - - - _ - -- - - - - - - - - - - r I + - a �- - -�- -�-- l_�-- - - - - - 1- - - - +- -I- -� � �-- -�- +- 1-�-�-+- 1-. _ _ --�-- -1- -{-- -T-�- -- _}- .} _ 1 _I-_ _ --+_ --� --�- - �'4:32'� �-- 1 I -�--+-}--+- , --�-- ---}- +-- -1----�-- -+- a + _+ }_ __i._ .1__. ..� .+ _+. �_ �- + --I- _ i _ _+ . --�-_ - -- --- -�- - I I I I - i i 1 T i I I I I .i 1 I 1 1 1 1 1 i I I � I I I i I I I I +- f- - I -- i -}-�- - }- - --- I -i-1 I I -� }- --fi - -� . 11 -+--+ - TOP �+ SOLID TRAMC COVER 3+00 3+50 4+00 4+50 PROPOSED IMPROVEMENTS 10+00 10+50 11+00 11+50 SEE PLAN R SUNRISE ASSISTED LIVING WOOD FENCE WOOD FENCE DR 99-32 - / \ SEE SECTION A-A SEE SECTION A-A PROPERTY � 6" 6" 1 s" 6" I. �7 LINE rl - CONSTRUCTION NOTES SLOUGH WALL PER N f 1355.66 TOP OF BASIN n0 INSTALL 15" R.C.P. (2000-D). EX_'/ . GROUND SLOUGH WALL PER CITY STD. 605 r' al 2� eox 1360.0 TOP 3I �- 1351.00 INv. (IN) 40 CONSTRUCT 36' DRAIN BOX PER DETAIL 4, THIS SHEET. eRooKs �M� � CITY STD. 605 1. 1359.0 FG � 1360.9 TOP 1350.50 INV. (OUT) 9 CONSTRUCT 4' SIDEWALK PER CITY STD 103. EQINVALENT 1359.4 FG 3s' x 3s' FL 1359.2 1361.0 O N z _ AEND SLOUGH WALL s r w f 12„ FL a m SEE PLAN -_ EX. GROUND TOPHI TOP 1 4 AND FENCE 12 13 _ 10 CONSTRUCT 12" CONCRETE SWALE PER DETAIL 10, THIS SHEET. SEE PLAN > 1a 1358.7 1353.5 FL FL G STA 11+41 45 6 1" 1356.00 FL 11 CONSTRUCT 16" CONCRETE CHANNEL PER DETAIL 11, THIS SHEET. > " -��_ 6" _ 1359.7 Q TOE Z 1 2:1 13 3.5 11 IV- .- EX. GROUND / �� END 12 CONSTRUCT 5' WOOD FENCE. f 4" 5 / u .1 4" TOP 1 15 DRAINAGE SEX. GROUND f\ \ ^CZ)C> . EASEMENT SD STA 4+24.54 76 13 CONSTRUCT 3 COURSE SLOUGH WALL PER CITY STD. 605. 8" !� I CONCRETE SWALE CONCRETE CHANNEL 1355.00 TG 4 REMOVE EXISTING SIDEWALK. M1i h -. _ _ r_ r 1349.80 INV IN , 15 ` y 1 C 19 REMOVE & REPLACE 5 CHAIN LINK FENCE. 1349.64 INV OUT 1 - ---- - , FORM SMOOTH - -i- - -� - PROPERTY CHANNEL I STA 11+22.45 11 19 LINE °° , `''` `_ 1355.60 FL 1 ' -- 1354.5 FL � .: �� � - �R� DATA INV. ELEV. PROPERTY LINE j T - SEE PLAN = , 0 . � , ... '"`""'� '" " � �'y t _ 1352.20 FL 10 t1 N0. DELTA R L T - - END SWALE a A it '4 '41 32 2 22.50' 12.85' PCC CLASS 516 C-3250 2 85' 6.60' 7 DOUBLE ROW SANDBAGS 'r 11 I' + - � ';� , �' :_ BEGIN CHANNEL , -� I B 2 BAGS HIGH f - A ->1 . I L, 07'50'20" 22.50 3.08 1.54 � . ` v_ C 49'22'49" 22-50' 1 . EXISTING WOOD FENCE : 1351.00 W. ' _ _ 5 9 39 10.34 4 @&MR'NWA >> N R HANN = - _ -- AT PROPERTY LINE .;I i- i ;� 'Vi _,� 1iN '. F _,`c�c.;,36 DRAIN BOXTE S LE CO C ETE C EL 18• CMP I .Nr5 TS NTS 24` CMP •- � I I DESILT RISE � - 1 17 LF , :, 1355.00 TOP 69 0 4.32% �� ���y 10' DRAINAGE LOT 1353.50 FL * I EASEMENT 70 LOT 69 LINE FONCE OF WOOD FENCE LOT 70 1351.40 INV. - E4D CONSTRUCTION 1131E I ' 71 R SD STA 4+42.49 1 I 10 5't I 10' DRAINAGE ESM'T 5't CONNECT TO I __ __ - I _ -_ ___ ICURB INLET 1 I 13 19 i CONSTRUCT NEW I 1350.50 INV. I , 5' WOOD FENCE _ _ 15' RCP 12 ' - 12" r � \I. I- ) ) 1 I I SWALE _ rJ-A.-\ r r 11\10, 8 41 a I - I I _ � ,1 5' REMOVE AND REPLACE i I " I i SETSOLID TRAFFlC COVER PR T EXIST) FLUSH EXISTING CHAIN LINK FENCE. EXISTING 1 � it rj, -J-J C)/-]- � I C & G REMOVE & RECONSTRUCT 1 BLDG LINE WOOD POST " ANCHOR PIPE SUPPORTS BLDG LINE A i ; GIN A 2� 4" CONC. SIDEWALK I 6 INTO SLOUGH WALL 2.5 ` ' ; 19 i CITY 2 5' rl -12" i - C.L. PIPE TO I C.L. FENCE i DESCRIPTION OF REVISION DATE APPROVED I - 1 PRECAST RISERS I LOT LINE ' - - J BROOK CB2424 OR , _ , L - - _ J 24 X 24 EQUIVALENT . '' i SSfl STA. E.C. RANCHO O I WOOD POST CONSTRUCT I I -T Y O F F� A C U C A M O N G A GRADE SWALE 3 COURSE SLOUGH ___ - 1 I _ .- - I N . , , ; 10+1 G►N WALL 13 11 4" AT 1% MIN. I CONCRETE WALL PER CITY STD. 605 A~ ''' 12 B ' Y 1 PLAN AND PROFILE 2-4" D.I.P. z FF=1352.31 ANCHOR BACK OF WALL ON _ _ _- _, D FENCE _ I 5' SIDEWALK AND I�; R EX. GROUND i w- ` , +-;' PUBLIC UTILITY EASEMENT a 2% MIN. I I _ s N STORM DRAINAGE OUTFALL _�� � 9 T NEAREST { SD STA 2+ 8.11 B.C. �, '*+. �� I ��". SEE SHEET, 3 1" VEE FF=1351 Ot ' is q2 lo - .� _. �. ? IN IRONWOOD STREETEX. GROUND NT- '*"� \ 2� MiN ,/ A. ..-.i I I I -!�� / �. , f ?r% t0 I I• VARIES 1 '' ' ,e a B I 1___ _ _ _ _ _ __ __ _ TRACT 8248, LOTS 69, 70, AND 77 z - - It. 2-4" D.I.P. " // +'_ t PCC CLASS 560-C-3250 15 RCP „ / ' t' o' '* . - - - � � -.1 I - - - - -- APPROVED BY I A J 'NEIL DATE: INV. PER PLAN 2000-D CONSTRUCT 12 CONC. SWALE �' CD -; _� UFES�;� - ' * PER DETAIL 4 SHOWN HEREON041 IN00 i _; -, _.. _ , _ _ _ R __ - _ o A v ti� CITY ENGINEER RCE N . 24953 S J �` 6SD E L 36"x 36 AIN BOX _--- .. _ - - - -- -- _. _. F O O N?s _ ---___ >� �� 4� �2 DESIGN: - - RECOMMENDED �" INV. �/ STA. '.3+09.04 ,,. - 1 - _- N S E SH T 3 � f ��, gner Pacific S PER PLAN J E EE , EX. 1" GAS _ � IR C V R POR • TEV ,. z � ~b{ `n o Q No. Z m CIv1L ENGINEERS A`` .�' �. � r. '. fel Lo m P. S u R v E r O R 5 SECTION A-A I 41 IRONWOOD STREET - C Cr Ex 70 � DRAWN: YORBA SHEET k wn � 4 _ . _ _._ _ i_ _. _� _ � 3-31-Ot * n/ J PL 201 E. CA 92870-3418 2 O 3 t " _. -- ___ ___; _ L 714 993 4500 WALL STA. 10+00 = _� s`� 'P - FACE OF CURB EX. 8" SEWER q� C V �. F OF CA'o� CHECKED: CE NO. 14379 DRAWING N0. o DATE:3 /4-be, NO. 17 R .2-D o BENCHMARK - - _ - - -- -- ' -- -- -_ - - _ - _ - _ _ - . - . _ - Y BRASS DISK N CONCRETE CURB STATED 'CITY OF RANCHO I t i - - ; -_ _ 1 I ': 1 1 CUCAMONGA 100 8T I j , I 1 I j , Btr1 58 19 AT THE NORTHWEST CORNER OF I i ! ; I I 1 1 ! I 1 I I i. BASELINE ROAD AN I I I I , i I , _ - -- __ I I ; I : j _- -- - ___ _-- _ _ -.- _ _._ -_ _ ___. ___ _ _ _ - _ _ __ ___ _--- _-.-- -- _- _ _ _ _ _ _ _ _ _ - _ __ _ _ _ __ _ _ -. _ - _ _ _.- -- _ _- _ _ - __ _ AD D ARCH BALD AVENUE, 15 FEET WEST OF ! j I !. i t i i THE CURB RETURN AT THE WEST END OF A CATCH BASIN. I j 1 ! i ' i 1 I i i I i ! i I 1 I 1 : I : - -- _ - I -- - - - - -- -- - -- - - - - - -- - - -- -- - - - - - - -.� -T - - -- - - - - - - - - - _ _. _ II : - I -- - -- --- - --- I 1--+ - l - L 1 _ 1 i I- _'- ' - I i - _ - - I - -- I - I - - - - - - � i - i I 1 -� + T —T } '� T +— Y- , 1 �- �— )-- ; f j I -t— --T * -3-- -}-- , -1---- -+- +- -- -T- T '�-- -. _�.. - --'4 f , -t- —�--- +-- --F-. '�'-.—=-�1- -T--�—t� �?-- �--'Y-- - .-#- �Y--i----�.—�---�--�—Y'-- -�'- -t-----+� f_— I fi I ! I I I I ` j I I i I i I 1 i + ELEVATION = 1350.014 (1987) , __ __�_ _ _ �—, - _ __ _ _� ____ .____�__ -_ -.�_ _ - - - -- 7 - ._ I -� _ _ -- -- - _ I I I j ' i i i ' I i I i i i If- 1 I i i I I I I I I I i i I I I i I I I I i I I I I I I I— I I I I 1 1 1 L I I j 1 1 1 1 + + - -+ j. �_ _ - - '+ 1 - - + -+ - + + -t.-, _ f i I : � i , : t i 1 { , , I + ; -+- , t t. , , t , t I : ; -'i- � -4-- .-� -�-_ Y-. _.'� -'�_ "t- _+._ .�. {. -i. -'i-- -! -+ ..r- -+-. _t.. I I ' I I I ., I i 1 ' 1 I ' I ' , I 1 I ! 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I 1 - -f + -�— I VERT: 1" 4 —l- I I I i I i I I i I I I i I i : i - _ - - - -- -}- - -- - -+- - - _ - - - - _ -, - - - - -- -- - - -- -- , i —� —{ — a _ _ _ �. _ _ +- -�- �- , _� _ - - �_ - -+- -- I - - - + - 1 _ �- I H- -- --�- -I --- - _- _ _ _ f ' I 1 I I i I ! I ( I i j I I ii _jI_ I +f , I I I , 1 --� ._t_ fi 1� I T I I I 1 ____l_ ___ 0+00 400 3+50 300 2#50 2+00 1+50 1+00 0+50 0+00 I�' 69 11 - 5 II 70 71 1 72 73 KLUSMAN AVENUE I u -- Iy 30' CONSTRUCTION NOTES ._ _li - _ - _ ! _. . .. - __ ... - - _ � � _.. - i I t0' STOW DRAIN -_� I 1 a, rn 00 12' 15" R.C.P._ 18' _ NOTE:' I N Nm. Q INSTALL (2000-D) WITH CEMENT SLURRY BACKFILL IN IRONWOOD. m I: EASEMENT =- j 00 7 _ -- I • � � - _ 9 co _ - FIELD'LOCATE WATER AND GAS I + I » I LOT LINE : + + + o z u� O2 INSTALL 2-4 D.I.P. LOW FLOW DRAINS, N N SERVICES TO LOTS 60, 69-73 I o 0 0 -= - I , 11 ; PRIOR TO STORM DRAIN EXCAVATION. Q Q � M � b EX. F.H. 0 O3 CONSTRUCT 3.5' CURB OPENING CATCH BASIN PER CITY STD. 300. ,i SD. STA. +�23� � E.Ct cn c�i� ADJUST SERVICES TO CLEAR 15' R.C.P. AS REQ'D. c~i> N `" J o ``' K 13' ■ �% ( � � SEE SHEET 2 0 !'`%r.. }- PER DIRECTION OF GOVERNING AGENCY. v N �; O4 CONSTRUCT 36 DRAIN BOX PER DETAIL 4, SHEET 2. \� cn N : t 24' DR %' ` ' A �`` �' ! I O5 CONSTRUCT AIN BOX PER DETAIL 5 SHEET 2. ` _ _r. t PROTECT EXIST. 5 P.U.E. AND I 10, C.L. ROAD , - /' '' �� /°' 1 1., >' B 1M N BOX 18 `'? j 8 C & G SIDEWALK EASEMENT I ,/ i Q6 CONSTRUCT LOCAL DEPRESSION (CASE E) PER CITY STD 307. - � k - " t- - - - - - -- _- -- -� -- - _- _- = -I =- _- - _- -- _- _- - =- _ -1- -- _- -- -- - - - PROTECT 7 CORE 2-4 1 2" CURB OPENINGS FOR 4' D.I.P. 1. _ ��_ �" _ X. 4 WA 16 E 0 C SIDE Lk N O / _.� ,, - , - _ _.__ - . SIGN / / _ _ . / K h' n ,, .� j EXIST C & - - y -�-. 8 C.L. INT. 8 CONSTRUCT 8 CURB W/ 18 GUTTER r _ _____ I !_- _.___ "'.- - c _ __ _ __i -_ _____ _-_ -- -_ - I 0+00600 IRONWOOD Og CONSTRUCT 4' SIDEWALK PER CITY 1 // / - _ __ _ --_ _. - __ _ _ _ _. -_ ._ -r c r I . TO NEAREST ---- ------ - -- - -- -- - - - - - - -- �`�4f . I O C STD 03 i ") // I " ;,a �} JOINT .9 - - - __ _ - - - - - - - � � _ _ F,L .7��- 1 -+SAS -- _ _ - 14 AWCUT EXISTING AC PAVEMENT/CON __ _, CRETE WALK. .1 I - -- S " 4 w 6 C N 1" GAS 15 C 1 14`�1 GAS 17 3 `� N ivLn "' 14 1 �_l" GAS N D T 15 REMOVE EXISTING SIDEWALK. II [` 11 1 I 3 3+00 3 EX. 8" SEWER 2+00 ! 3 1+00 3 3' w i `° 16 REMOVE 8' CURB & GUTTER. 3+90.29 �� -j : - --- - -- - -- �__. -- - - -- I , --t + + 14 17 17 REMOVE & REPLACE AC PAVEMENTPER CITY STD. 120. 11 I , w �'. 8 30 VNTH>' ' PROTECT a C.L. 36 x. DRAIN BOX i,`' DyyY p C ' ! �n loo r' EX. CURB 18 REMOVE & REPLACE DRIVEWAY APPROACH (LOT 70). \ , 4 SD STA. 3+0 .04= 16 EX. 6" WATER�_ `V » 114 2 i blo I \ `, ST. STA. 3+06.13 (23.50' RT} __ _ _ _ _ _ _ , _ - - W _ _ "'Na E� - PROTECT EXIST. �, SET AGAINST EDGE - - _ - - _ _ - -._ -4'� CURB OF EXIST. SOFWALK __- _ _ �� . _ _ - -_-. EXIST. CONC. _I _ _ _ - _ - - _ - _ - - - - - _ \ - _ - = = = 9 15 �., � - �� EX. 4' CONC. SIDEWALK REMOVE AND - _- __ __ - �� - p`Ll REINSTALL ST. -'j � _- - -- -- - -- _- _- _- _- _- _- _ - - - , _- -- -- -- -- _- _ \� � j - 5' P.U.E. AND - -2 \ `1�k� �� NAME SIGN. _ I EX. TREE WELL F,�" 5+09.55 E.C.R. I SIDEWALK EASEMENT j 2 j. PROTECT TREE \ I ST. STA. 5+13.00 5 \� \ i 5 ST STA. 0+44.80 - �� 9 5 i i - 14 I PROTECT EX. TREES i ' EX. WROUGHT IRON FENCE I RECONSTRUCT TREE WELLS I I i I OVER 2 COURSE CONC. BLOCK A A I i WALL W/CONC. BLOCK Cin I DESCRIPTION OF REVISION DATE PILASTERS. FACE OF 2 APPROVED I �L- I _ 11 I i i I I I I WALL AT PROPERTY I LINE. - y "� ST. ST 5+47.0 7 . CITY OF- RANCHO CU CAM ON GA I 9 �f .I 1, irn 64 I 63 62 61 60 T�'oJ PLAN AND PROFILE q 14 o STORM DRAINAGE OUTFALL I Q DRIVEWAY IN IRONWOOD STREET 4'X4° WE�s �.) _ I TRACT 8248, LOTS 69, 70, AND 77 Z TREE WELL 2' `n Q 11 CURVE DATA REMOVE & REPLACE - - APPROVER BY WI I M J. 'NEIL JDATE: _ NO. DELTA R L T IRONWOOD STREET 10"f 8 4" EXIST. CONC PARKWAY '��� 'F� �0, CITY ENGINEER RCE N0. 24953 N TO O.D. �o OA'v i& < o A 32'42'41" 22.50' 12.85' 6.60' PIPE 7 � DESIGN: RECOMMENDED N w 112" EXIST. 8" C & G v cl F.B. g B 07'50'20" 22.50' 3.08' 1.54' ,^`� 2_ ner Pacific — V/ I C O R R O R T R O C 49'22'49" 22.50' 19.39' 10.34 Q z z D 40'55'34 22.50' 16.07' 8.40' fzf _ c� Q No.14379 �r, c I v I L E N G I N E E R S " ' W EXP. ; DRAWN: S U R V E Y O R S SHEET cr � 201 E. YORBA LINDA BLVD. 0 3-31-01 R.A.Z. PLACENTIA, CA. 92870-3418 2 2 - 4" D.1. L - _ J ' -1'„ 714 993 4500 3 OF 3 �, F c Fp�`,P CHECKED: CE NO. 14379 DRAWING NO, o SECTION A-A, OF CA1 D.W. DATE: 3114 FILE NO. 17 o�o9` D o