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HomeMy WebLinkAbout1893 GENERAL NO TES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS BE FAMILIAR WITH AND e , • SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE: STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES, WATER z "' METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT AREAS WHFRE IMPROVEMENT y.... ;_ . WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS h ` € � REQUIRED AT NO COS. 0 HE CITY OF RANCHO CUCAMONGA. "'�,' '� = '•- �� ,. : ., ,. t E � � of _30 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. IN THE Cl T )0000' OF I?ANCHO CUCAMONGA A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING - - 4. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. CONSTRUCTION NO TS OUAN7777ES.• REMOVAL NOTES.' / 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES LEGEND 5 6 SHALL BE SET AT ALL HINGE POINT, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF 1A CONSTRUCT 4" A.C. OVER 4" CLASS 11 A.B. 7,243 S.F. REMOVE EX/STING A.C. BERM. 605 L.f-. SUB-GRADE ELEVATION AND AT NO MORE THAN O BW BACK OF WALK PAVINGSTAKESMAYBEREQU RED BY CITY ENGINEER OAST INTERVALS. ADDITIONAL NEEDED AT WARPEDOR 16 CONSTRUCT 3" A.C. OVER 4" CLASS 11 A.B. 25,023 SF. [2] REMOVE EX/S77NG A.C. PAVEMENT. 4,440 S.F. EG EXISTING GRADE VERTICAL CURVE AREAS. 20 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA S7D. 104. 7,934 L.F. REMOVE EXIS77NG CURB AND GUTTER. 27 L.F. FG FINISH GRADE 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR O3 CONSTRUCT COBBLE CURB PER CITY OF RANCHO CUCAMONGA STD. 105-B. 55 L.F. FS FINISH SURFACE CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING. TC TOP OF CURB 4 O4 CONSTRUCT DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. 101-A. (W=PER PLAN; X=PER PLAN) 7,889 S.F. FL FLOW LINE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, \` U CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103. 9,286 SF. EP EDGE OF PAVEMENT COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO FF FINISH FLOOR COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE O CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA SID. 102 5 EA. PAD PAD GRADE 8. COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 7 O7 CONSTRUCT CATCH BASIN (W=25) PER Cl TY OF RANCHO CUCAMONGA S 72. 300. 1 EA. TW TOP OF WALL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. O8 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA 57D. 307. 1 EA. TF TOP OF FOOTING HP HIGH POINT O 9. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE 9 CONSTRUCT CONCRETE CROSS-GUTTER PER CITY OF RANCHO CUCAMONGA STD. 106-A. 2262 S.F. CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY .3 10 CONSTRUCT 0.10' MIN/MUM A.C. OVERLAY. 7,471 S.F. REDWOOD HEADER 2X8" LP LOW POINT STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. ( ) -o �� O N P TOP F � �., . SLOE o CF CURB ACE 5H-ETT 11 INSTALL 5800 LUMEN HPSV STREET LIGHT BY ED/SON PA ID AND COORDINATED BY DEVELOPER. 9 EA, OF STAKE TG TOP OF GRATE 10. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIAL REPORT SHALL BE SUBMITTED 3 12 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. 131-A. 1 EA. �Z� TRW TOP OF RETAINING WALL TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS TO VERIFY SIEVE 8 13 INSTALL REDWOOD HEADER PER DETAIL HEREON. 79 L.F. - C EDF EXTRA DEPTH FOOTING ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE, FlN/SH SURFA E O --- - ----- - --- - _ 11. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS P/NEHURST D 14 CONSTRUCT 30" RCP STORM DRAIN (D=2000). 12 L.F. 1- I,i l i_ O SLOPE TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). : TOP OF --- - - 15 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL ON SHEET 2. 1 EA. RATE OF SLOPE 12. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A 1 16 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1. 62 EA. TOE OF SLOPE ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS I 17 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. 401-A AND 401-B. 3 EA. ��� WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE EXISTING CONTOUR FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE TO 18 INSTALL. R-1 STOP SIGN ON POST PER CITY OF RANCHO CUCAMONGA STD 401-B. 2 EA. PAVING. 2 � O - -S- - EXISTING SEWER 9 19 APPL Y THERMOPLAS77C STOP LEGEND AND 12" WHITE LIMIT LINE PER CAL TRANS SIDS 2 EA. I NOTE - 13 IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT AND SPECIFLCATIONS. REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY I USE 16d GAL VAN/ZED NAILS -W- - EXISTING WATER 20 2X4 INSTALL W53 PER CAL TRANS SIDS AND SPECIF-ICA I EA. USE 1 X12 X2"-0' SPLICE AT REDWOOD APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT BLOCK AT SPLICES STAKE AT 2'-6" O.C. � EXISTING FIRE HYDRANT WIDTH PRIOR TO PAVING. 21 CONSTRUCT PARKWA Y DRAIN PER A.P.W.A. SID. 151-1 (TYPE 2). 2 EA. I 14. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE 22 CONSTRUCT RIP RAP PAD W112 BACKING. 412 SF ------------ PROPOSED CURB OUTLET OF THE DEVELOPER, THE CONSTRUCTOR SHALL MAKE HIS OWN DETERMINATION OF 1` 10 23 CONSTRUCT STORM DRAIN MANHOLE ,f4 PER CITY OF RANCH CUCAMONGA STD. 321. 1 EA. REDWOOD HEADER 3 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A SPECIFICALLY LISTED IN THE N. T.S. ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF I 24 INSTALL R2 (25) SIGN, POST, AND PAINT 25MPH LEGEND. 1 EA. _IWORK.25 ADJUST MANHOLE TO GRADE PER CITY OF RANCHO CUCAMONGA SIDS. 4 EA. _ _o_ - - FINISH CONTOURS 15. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 -Z_1 i 26 ADJUST VAL VE CAN TO GRADE PER CITY OF RANCHO CUCAMONGA STDS 2 EA. SHALL BE CONSTRUCTED AT EACH INTERCEPTION. It 27 INSTALL REFL£C77VE PAVEMENT MARKER PER Cl TY OF RANCHO CUCAMONGA S7D. 134. 2 EA. �O DAYLIGHT LINE 16. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY - KCTA'4/A STREET FOR THE CORRECTION F R 28 . .F. R V(/ 0 E CO EC ON 0 E ROR AND OMISSION DISCOVERED PLAN REVISION SHALL CONSTRUCT 24" RCP STORM DRAIN (D=2000) 47 L / BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. -� iV ASPHALT PAVING 33' WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, I� SHEET 2 WI' R/W R/W R/W - ' ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON G` REQUEST OF THE INSPECTOR. L 15' 1B' 18' 15' CONCRETE 30' 30 - - --- ' i 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED TWO WORKING DAYS PRIOR TO - ---- --- - 6' 11--t EXCAVATION. -- - 1 -�I1 4 6" REMOVAL _-- � 1 B --- - 18' 12'--- 4' 6" 6" -2. 9; 0%) - may x PROPOSED TREES INDEX MAP SCALE: 1 "=100' - 4' - LEVEL LINE 4-I - - --- _ - CONSTRUCTION NOTES FOR STREET TREES ' 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD _j - - - - - - - - - - - - J PLANS. PLANTING, AGRONOMIC�- PRIOR TO THE COMENCEMENT OF ANY PI P Q 2. L G ANSO LS REPORT 0� � SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR 0' NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED T1/D cAL `c^Tfr1A/ BY THE CITY INSPECTOR. OC70RIA STREE T N 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE STA 3+00 - STA 5+50 ENGINEERING DIVISION. nocAL soj] w Tl=6.0 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. STREET NAME BOTANICAL NAME COMMON NAME SPACING SIZE TOTAL ON 7Y MIN GROW FOXTAIL COURT i" R=65 SPACE R/W R/W VICTORIA STREET PIS TACIA CHINENSIS CHINESE PIS TACHE 30' O.C. 15 GAL- 17 EA. 5' P/NEHURST DRIVE Tl=5.0 33 33' FOX TAIt COURT 1R/STAN/OPS/S LAUR/NA NCN 20' 0.C. 15 GAL. 35 EA. 3' R=65 _ 15, ,� 18' I _18_ ' _� 15' P/NEHURST DRIVE PIS TACIA CH/NENSIS CHINESE PIS TACHE 3O' O.C. 15 GAL. 70 EA. 5' 6" I� 11'-- yJ - I 6' 4' 9, 4-� BENCH MARK ELEVA nom 13oo.686' CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051: 2" BRASS DISK /N CONCRETE CURB STAMPED "CITY OF RANCHO CUCAMONGA BY 10051 1897" A T THE NW CORNER Of- BASE-LINE FBASELINE AND SWANSON PLACE 0.25 MILES HIGHLAND A V£ WEST OF ERWANDA AVE., AT THE SL Y END OF THE CA TCH BASIN 2' NORTH OF BEG. ~' OF CURB OF RETURN. J syrF � VICTORIA ST. pm av r VIA O ,. GEORGE-COURT W 41 / jJM/ - - - .c�aris --- - -- - --- - Q / HEREB K CFR TIF I, T4->A T l HA VE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THA T COULD BE DISTURBEDti S BY THIS PROJECT ALL SAID MONUMENTS WHICH CURRENTL Y EXIST IN THE FIELD ARE SHOWN ON THESE PLANS VICTORIA S1/?EE T JESSIE COURT STA 5+50 - STA 8+75 W AND ARE DESCRIBED AS FOLLOWS.' rL Z TI=6.0 W �� _h -\ PREPAEEO FO _ SADDLE-RIDGE DR. ���,,� R=65 _ _ !SIN - )AIL UNDERGROUND STRUCAPPROVAL cn cRE s TwooD CORPORA 770N � 510 ciTRus EDGE THE GLENDORA, CA 91747 SHOWN/ON THESE PLANS ARE OBTAINED BY A SEARCH UOFI A VAILABLE RE-CORDS TY PIPES OR S 7RUC HRTO HE BESTES OR TS C I 1 Y OF RANCHO CUCAMONGA BASELINE ROAD - ( NO. 43714 I (626) 335-1444 OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE - - - Exp 3/31/2005 CON TRA C TOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PRO TEC T THE UTILITY MIN/TY MAP LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON HESE PLANS. IT TITLE SHEET J�TgT C 1 V 11. ���P SHALL BE THE CON TRACTOR'S RESPONSIBILITY TO N0 77FY THE OWNERS OF THE U TIL I T IES OR OF A'� STRUC TURES CONCERNED BEFORE S TAR TING WORK. CON TRA C TOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND U TIL l T Y PIPES, CONDUITS OR S T RUC TURES SHOWN S TREE T IMPROVEMENT T PLANS A 4-5 FT SWING TIES LOCATED AT THE CENTERLINE INTERSEC77ON OF VICTORIA STREET AND GRAPE PLACE. OR NOT SHOWN ON THESE PLANS. SOILS ENGINEER.' TRACT 16253 SOILS sou T; wl sT, INC. SPEC/AL N07F FROM PRI VA 7F ENGINEER TO CONTRACTOR PRIOR TO OBTAINING A CONS TRUC TION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A 897 VIA L A TA, SUI TEN °r r u A T E QUALIFIED R.C.E. OR L.S. Wl TH COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCE TO BE USED COL TON, CA 92324 CONSTRUCTION CON TRACTOR AGREES THAT IN ACCORDANCE W/TH GENERALE Y A CCEP 1FD CONSTRUCTION CITY ENGINEER R.C.E. 3 DITO RESET THAT MONUMENT AFTER COMPL ET70N OF HE PROJECT SHALL BE PROVIDED TO HE CITY (909) 370- 0481 PRACTICES, CONSTRUCTION CON TRA C TOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, L'E AND DEvFLOPM£NTDE57GW CORPORA 77 DIAL TOLL FREE PRIOR TO OBTAINING A CERT/FICA TE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO KJR 2313 E. Philodelphio St., Ste. F 1-800-227-2600 BY A QUALIFIED R.C.E. OR L.S. WI TH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS APPL Y CONTINUOUSL Y AND NOT LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR - _ Ontario, CA 91761 AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND Lk:- nl. (909) 930-1466 FAX (909) 930-1468 AT LEAST TWO DAYS TO THE CITY. ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, SRG y / 1 3 BEFORE YOU DIG EXCEP TING L lABIL l TY ARISING FROM THE SOLE NEGLIGENCE/GENCE OF THE DESIGN PROFESSIONAL. a r L. of S - - KEV ,i. RICHER _ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CHL KLL : DRAWING NL. KJR R•C.E.43714 3690 7.3 EXP. 3/31/05 JOB NO. 1 v 100' V.C. 0 L=55.01' PI=1360.06 PI=1358.09 G1=2.00% 1 G1=1.50% a'� G2 1.43% ra V � o � TSP t9F E STi1vvG 41 U ti CURB _ lV ► .- � V � ^ � ^ � m � h `O o `O ,�� `� o ice ~ ; � ^ + EXISTING GRADE 0 R W, �' o 01 0� A ^ N + i_ o _ ►� `�' w o ;n h 1 5t? .. ,� �, o o k L3926' TCP OF CURB PROf7L 33 LEFT aF h + PI=1350.67' P1=1351.56' 18' LEFT OF 1= G1=-0.50% G1=1.19% L=30.28 1 rn G2=1.19% G2=2.00% II (o -v 0. I Y, G2=0.50% 0 21 11 h Z v o 1 L=38.53 fLn m � - + w i h-1349.33 h - � H 1~ x356 l m O "� _ _. _ _ � _ 135s , v � �. am h t W jr 1354 - �^ G 100 I `` N h ; � `'� �� � ^ o k N o ^ ►� ,� ^ o h 000.0 Z' 171 PROPOnIVISH tn .�ED .. - -; EXISTING FINISH SURFACE SURF CE ll'± LEFT OF u, w in in PROPOSED FL v 1 w o v v OF CONCRETE G'UTT R EXISTING FINISH SURFACE @ _ " ^ v h w W M - - ;.. - _ _ 7t/RE ,�3 1356 - _.: � __. .-. _� : -_ ��- --- � � , 1356 Axl TING GRco ACE :� R/W; r8' RI f' � R HT w U B• G 30' RIGHT_LF jocyv.C. h ^� 054 -~ " 1354 Eri P1-1 1 4 3 .3 5 r w G2=4.f0X • v J. 04 Ni h i . > < r r 1 W � o, E � h o � -w ~� o � ^ - z 40 Ln p ^ 00 X33 EXISTING' TOP OF 6 CURB,low o ^ o ., oil 0 _ L�r _ � 1 38 ---• a - ^ � X0.013 ) 18� RIGHT OF POW S �� 1 J a x356 � � _ � 1356 1.�5r U5550 a *1111)A1354 _ --� -- 1354 1349 o - a Iq - _ _ a _ 1, 36Lr W �--� fan " o : , CONST. N . < >¢7.35t. cry - v N ty ; 24 RC , a LO GRAPE' PL ACE � (D-Roo - 42106 1.1 80CFS Q U 100= 5 S _ 4 V i 39fps 3 q Ao - 0100-18.60CFS o {p d i : t s CONST. 11.74 LF 3+00 - (D-2000) LINE »B" 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+00 11+00 HORiZ SCALE: 1""=20' LINE »A H VERT SCALE: 1-=2' 23 � PROF/LE SCALES.• HORIZ SCALE: 7"=20' 4 VERT, SCALE.- 1"=2' 4 * U HORZ.• 1 7-40 P VERT 1 "=4' J PROP. RETAINING a II ' WALL PER GRADING > h PLAN. �, �, PROP. 0 1- �` �` U 15' TRAIL ESMT *O� w � O �, o PROP, TRAIL o/ 7 LOT 1 h FOXTAIL CT. p �O� LOT 10 21 I INSPECTOR TO APPROVE � 11 w N v J ) o j EASEME Q- z TRACT 16253 17 h w o TRACT 16253 DRIVEWAY APPROACH a 17 °= a-;Ln ,5' �, J ^ SEE SHEET 3 „ _ 3 J o LL, o q - Q p a, c T O Q k p LOCA7701VS /N FIELD PRIOR J ^ w, ASPHALT PAVING w+ d Lu z 0 O 11 O Ci Ci o N O I O V O k O �u �., r� Z', a �i �, Q� cV m „ TO CONSTRUCRON 4 I w c� F NC J boy -� - ---) + X w N I J t� � cn w O' EJ O -l' Z d' I� 60' eh v� _j "l � � �� a � � � Q 1 " O ^� '� Z h ^ `0 30 30 ., `O m� � �, II v ' h � � � � �I� Q = m W OO N O - - h wa O h _ � a 3 ° div + O + h h V� i � � v , 8 _18' 1 a w�� m w 3 m ,rh I NII W� + ° I � ��II - n z oW o + opo o vh � h �m W �� h^ CONCRETE - � m0 w ? v-I ^ � m ^ W^ + o�� x - wI� v � ^ q � 'o U a;F'L I° °) `� ,{' o �o 'o . ^ h `� + J J� EXIST C:L.F - °j o; I Q 3 fs� REMOVAL L� r p „�� tl O h Q x + �o V ^ V� ^ + Q a z 10+00.45=27+13.02 + a , n ' ' `t h O II V h, I x I O ^ �' _ _ o) ^ I� N 0 EXISTING S.M.H. N n '1- a� + 3 to O 1 of SJ �I I 611, o Z �a o 3 I3 o IRI (RIM= 1358.54) COLD PLANE 1" MIN. '3 158.64' S 16 TYP. 6 I 6 - 16 TYP. R 22287' S °o � 2 k- 14 IW i I, ., 1.0"9;- BCR SCA LE,• 1 '"=40' 12 13 4 �� 1 0 OlS - - - - -- i. F j �- 1358 7 TC, 1358.04FL 2+99.62 CL VICTORIA= 134 .� U 2 x x 1 E F x x x x 2 X >< x x �1 x x 3 I I ` OVERLAY 9t 79.52 CL GRAPE PL ---- d __ _. ' _X S 3 V DITCH _, , - - ,----- t 3- M s .; ✓) -'t T r 1 f I 1 = � � _ � _ r. _, _. _ - - - - _-' _ �_.� _` _1 _ - - - � 6� 0+00._00 CL NOTORIA- - _ F� f �A wCu 7 uNE ► " 4 - _,ei 27+11.15 CL EI/WANDA AVE 4 a OD c i% � �' ,54 00 9 ` � � s". 6 a 00 ;�00 N89 59 26 W Bf 00 �- _ ,..�.� r`- �r-. / -- `� + , - 2 N 25 T 2� 0 A EX SIDENA�K �� n - - - - - - - �� CC 4! EXIST. 1� CC) _1 EXISTING 12" CML WATER o)' ------- -- -__ Y__.-L II 5 - - - -- - - - - --- - --- - }, ._ - - - - - -- - - - - - - - - - - R/ `�� � _ J EX BLOCK 6 WALL - . u n `a C 4E. P BENCH MARK ELEVA77ON 7300.686' u I, EOUE�'Fi!AN � � w`Q I s- ' -- �_______ - - CITY F RANCHO AM I'' - _�_.__ _ _- _. ____. _ _- - _.�_-1 A _ � � �� I 10+59ECR !o L II �X15l�T�Z'ONT E I C D C O CUC ONGA BENCHMARK EX. FENCE w 39TC; 135".72FL I NO. 43714 NO. 10051: 2" BRASS DISK /N CONCRETE _ J g X t Q Q Exp 3/31 2, J Y v , oI�I Z 3I 3 3 �I i 1 / CURB STAMPED `CITY OF RANCHO CUCAMONGA Z X m X = J Ln J BY 10051 1897` A T THE NW CORNER OF Q a D " o o O I a I I BASELINE AND SWANSON PLACE 0.25 MILES ZD I',I u' o � o m w m J ao m p v j v S7�T CIVIL ����P WEST OF E77WANDA AVE„ AT THE SLY END wW 2 m J m z D j X O J J Q J o 0 J I W H- n ,III v a J J W > J = � Z p J o I N I ( � 27f 06.18 EnWANDA AVE E OF CA'��F OF THE CA TCH BASIN 2' NORTH OF BEG. IQs'.n; 2 U) J _- x z �x -) 1J � a Wp n a O w n W a 'K Q Q a Z _ I N 2 I I u i SA WCU T dt JOIN CONC. GUTTER OF CURB OF RE7URN, �'.1 J H � f-- F' W (n J a 'K t X X U SI NH N � Q � (� r H- 1-__ d 1� F � ppH OH Q + � lJi W X W� ^'III - d co V1 U) + X U) U) h U) F- U) pr-) U) � U) pp V) J rn } O O I w i a x -_I ,. ; Q �+ xao + x W + x � w + x O r � + x "tr` o (n + x �+ w roles + r) Ic , 7' T 24 ply ui l) vies nes nes + � � X ow 00I(n � w � w �O Xi mp _ 1 2' 8' O 11 h co w + O r c -1 ui 30 RCP XIII' -- _ 6 Dim VICTORIA ST ET o DESCR1 1ION OF REVISION )A1E APPROVAL CONS rRUcnoN NO TES CI 1 Y OF RANCHO CUCAMONGA 1 A CONSTRUCT 4" A.C. OVER 4" CLASS I/ A.B. 13 INSTALL REDWOOD HEADER PER DETAIL HEREON. 16 CONSTRUCT 3" A.C. OVER 4" CLASS // A.B. 14 CONSTRUCT 30- RCP STORM DRAIN (D=2000). STREET IMPRO VEMEV T PLANS O2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA S7D. 104. 15 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL ON SHEET 2. O3 CONS7RUCT COBBLE CURB PER CITY OF RANCHO CUCAMONGA STD. 105-B. 16 STREET 7REES SHALL BE INSTALLED PER THE N07ES AND LEGEND ON SHEET 7. TR/ 1 C T 1625J BRICK AND MORTAR PLU_ G n O CONSTRUCT DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. 101-A. (W=PER PLAN; X=PER PLAN) 17 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA 57D. 401-A AND 401-8. O5 CONS7RUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 21 CO1VS7RUCT PARKWAY DRAIN PER A.P.W.A. STD. 151-1 (TYPE 2). CURVE DATA: VICTORIA STREET 60 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 102 22 CONSTRUCT RIP RAP PAD Wlf2 BACKING. NUMBER DELTA ANGLE TANGENT FT RADIUS FT LENGTH FT PLAN AND PROFILE O7 CONSTRUCT CATCH BASIN (W=25) PER CITY OF RANCHO CUCAMONGA STD. 300. 23 CONSTRUCT STORM DRAIN MANHOLE ,N PER CITY OF RANCH CUCAMONGA STD. 321. A 15-00,00" 14.75 112.00 29.32 O8 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 307 24 INSTALL R2 (25) SIGN, POST, AND PAINT 25MPH LEGEND. B 150'00'00" -- 38.00 139.28 O9 CONSTRUCT CONCRETE CROSS-GUTTER PER CITY OF RANCHO CUCAMONGA STD. 106-A. 25 ADJUST MANHOLE TO GRADE PER CITY OF RANCHO CUCAMONGA STDS C 90'00'00" 25,00 25.00 39.27 CITY ENGINEER R.C.E.�S - DIC /t ,0 CONSTRUCT 0.10' MINIMUM A.C. OVERLAY- 26 ADJUST VALVE CAN TO GRADE PER CITY OF RANCHO CUCAMONGA SIDS D 88.18'48" 24.27 25.00 38.53 �' E M r I_u O LAND DEVELA�'iNENT D -gov CcRPoIRAnav ► 4' DIAL TOLL FREE 11 INSTALL 5800 LUMEN HPSV STREET LIGHT BY EDISON PAID AND COORDINA7ED BY DEVELOPER. 28 CONSTRUCT 24" RCP STORM DRAIN (D=2000). 90'00'57 25.01 25.00 39.28 KJR 2313 E. Philadelphia St., Ste. F F 89.59'03" 24.99 25.00 39.26 40 0 40 80 120 _ - Ontario, CA 91761 -800-227-2600 12 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. 131-A. REMOVAL NOTES.• z-. = -> J (909) 930-1466 FAX (909) 930-1468 ;FiEt I. AT LEAST TWO DAYS �G 90'02'4 8 35.03 35.00 55.01 ,-,� OF BEFORE YOU DIG REMOVE EXISTING A.C. BERM U 31'20'35 31.20 318.00 62.21 - R.C.E. 43714 HER UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �2 REMOVE EXISTING A.C. PAVEMENT. 10 31•20'35" 31.20 318.00 62.21 S c a i e 1 " - 4 0 E K;_ , kNwl vv v�. ❑3 REMOVE EXISTING CURB AND GUTTER. KJR / Q 3 EXP. 3/31/05 JOB N0. 3690 __l� L__✓- 9. 7' 100' VC I=1.363 76 o o G1-266% G2=-0.84% hrot � � I � o i _ . . __ , PI=1356.30 G1-393% ;G2r3.04% F � EXISTNG FINISH FINISH N + ►% , !C5753. GRADE S R WGRADE @ R/W Pl-136791 N•� o+, k`�s G1=387% G2=0.50% L=19.3?' a� LA, W o h TOP OF CURB PROf1LE . x.-_,. a_ f - `' PROPOSED P� � '� -- 18 R/GHT OF 1 0 �c _ � I! IPI=1363.78 m ^ h ^ OF CONCRETE lIGUT7MR �o Qo�N `° _. Gf--2.66XI G2=-2.28% TOP OF- CURT PRnvXE-J h ^ �` _, ; 1,356 + 18 LEFT OF o 3 .-. 1356 1356 :. . .. PROPOSED f7AllSH - a , @ . 13 ^ ^ � � � � � h � ��° � 40 V.C. � � � � � � � 1355 _ + 1348_.46 -- .-- 1355 - 1355-1 ,,, _ t; SURFA CE ® o 56 ^ cp N cV b cV 1354 ExITING FINISH o c1-334% s + N o Jc4 � 5 e 1354 1354--� V, * + + �, ' ---- 1,3 100 V.C. \ G2=-1.14%' ? io QQ ^ + _ P1=1356.16 GRADE @ \i �`�v+ G1=4.00% 2=3.38% , ' h W � � � �+ p N °p . _ 700' vc PROPOSED f7NISH --J P� "� s _^ PROP. RIP` RAP ` P1=1_363,76 o, k � N 1 SURFACE ® �' c1=2.46% c2=-z39% o + EXISTING FINISH J oo � CS4 ^ P o P ,02 GRADE ® CL y � o � L•39.7T'4 '� m ° � � � L=139 V m g ; � ^ 13565 - 34.82 V c --� 1356 _ 1356 1, 56 v � h ih � t v hNj 1368.40 _ t O � U A '~� �, �- 1355 + �, _ ` 1355 1355-- _ , m �, ,� a - 1. 55 ^ ^ � N ^ ^ EXISTING FINISH 1 0% v ^ � � � p � � F, 1354 ^ _ GRADE o � 5753''vc c2=©050% --- 1354 x354--� �, �, �, �, 1354 + 3111 P1=1367 91 + o o G1=3.87% G 0.502• m ~ h o - 2 � -h EXISTING FINISH u v `� + }- w n� m + h �' _ /- (IR AD E @ k/W on w__ v 4 d _ p �o op TOP OF CURB PROPLE �o Qo�� �, � � ^ � ^ ^ _ to Of7 TO OF- CURB PR LE + 18 RIG T D ^ m �_ - PROP. RIP RAP 18 RIGHT OF - 1356 � h _. 1, 56 1356 i { 1 _ y 1355 1355-- 355 • 1.,355 _, i 1354 ( � . -l354 - 1354--J _ � .-- 1354 . _. . : o , o, r ; i -4 �^ _ , .'. yam, i.. .• z j- 1. :.: e.. ` - 4- . 4 - 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+00 8+00 9+00 11 � 10+00 21 = m FOX TAIL COUR T - --- 0 4 o p SEE LEFT „ (Zi ri SCA LE.• 1 "=40' 4 TYPICAL RIP-RAP PAD W112 � �'`� '� + � " 3 J O h BACK/NG. 3" MIN. ROCK REDWOOD HEADER + 3 N - �' "� x 17 "� r\ 0 11 O 11 PINEHURST DR. o 0 0o Oo "o 3 0 0 `� ., Oo 80 o c x o h Z ,, �o 16 TYP. 5 '^ o e 3 h �ooCbOoO O O o 0 h EE RI h o x ^ x X X cI o + - ^ � rid W o �w v� v� v3 0 22 ! -! 4 1 ' 1 62 FL o 8 o Q WCTOR/A STREET ��3 � � N: b2 18' ! 18 ! � � m Ri r .,,� Qs � 0 �_ 30 riz - - __ - �o r ^ o ^ �P..- ,., A ' A k �, 2 FL SEE SHEET 2 �' ^ R ^ p � 4 8400 t 1 9f oo N8939 37 E , 62. S ^ o k N V o obi V J kr) ^ 15.5' �/1��-[iI� PAD AIL 13 . 4 ^ pro ^ o, tri �o �J - ^ o5. `� 1 2 �; �+ 3 =¢90,, 5 �'EC170N A A 12 �'' 2 _ ._. _ v c, o I I + 3 41 g5 - NTS ♦ x�� 1 , a ' TYP. �r Lr -2 I L_ f + 16 TYP, - - x R 111.00' 110.00' 9 4 L- / x '�' 1 b`�1 YP_ � _ x 1 x x x +� C L C E x x r- N05-16'37-WRAD) h N 8' 18' 1 ' _ 9 2 1 2 00' PROPOED WATFK i I 2 _- - - 5f 90 ' 6 30 N 19 2 00 i ^t PROPOSED SEWER ON f_ 34 00 OO U ?3"W �'� 13 4-I 00 -1 00 RAD PT - = v ,�, x _ C3•` j _ _ -- - HP I'' � O 2 V Ci - 1 B -` 2 _ �� 2 7 p 1368.35 TC m r� 1 ! '� I "�Z N o x I o 30, -�� 27 io " w .� I r3I - I A N143647E RAD ' ^ �C9 p � � N 25 ---..CL_-STREET L/GHT 11 fv 1 r 2 / �. N30'3428-E- RAD h0 111.0?' 123.00" 16 1YP. 118.60' o CONSTRUCTION NOTES. -- - + � N 1.5 ' 1 A CONSTRUCT 4" A,C OVER 4" CLASS 11 A.B. J I \ 10 ,(� 8 5 6 1 B CONSTRUCT 3" A.C. OVER 4" CLASS 11 A.B. P� $�'Mw � � DFa�V SCALE' 1 "=40' 7 O CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA S7D. 104. CONSTRUCT COBBLE CURB PER CITY OF RANCHO CUCAMONGA STD. 105-B. _ r O �� �,'' `� �^° O4 CONSTRUCT DRIVEWAY PER CITY OF RANCHO CUCAMONGA STD. 101-A. (W=PER PLAN, X=PER PLAN) - - � "i o k o k O5 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103. O m o o �'� ? O m • '~� h O6 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 102 p �p� Oh soh V Al ;� ~ II r\ °p °"r)°' `t a it A O O o �o `� I N O7 CONSTRUC T CA TCH BA SIN W=25' PER Cl TY OF RANCHO CUCAMONGA S ID. 300. ASPHALT PAVING + �+ h `�' `� Is o � off, Q `� O CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 307 ^ ^ ^� ,� NII o CONCRETE vE SCRIP ION OF RE VISION )A1E m Li 4 4 + 3 o, 3 cp h O CONSTRUCT CONCRETE CROSS-GUTTER PER CITY OF RANCHO CUCAMONGA STD. 106-A. APPROVAL n7 10 CONSTRUCT 0.10' MINIMUM A.C. 0VERLA Y, 11 0 11 INSTALL 5800 LUMEN HPSV STREET LIGHT BY EDISON PAID AND COORDINATED BY DEVELOPER. G�i/ ;/� REMOVAL C I l Y OF RANCHO CUCAMONGA 12 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. 131-A. C_ l ♦ _�! 13 INSTALL REDWOOD HEADER PER DETAIL HEREON. �y,t�Yax`' 5 TREE T IMPRO I/EMEN T PL NS' COLD PLANE 1" MIN. 14 CONSTRUCT 30" RCP STORM DRAIN (D=2000). h X x x 15 CONSTRUCT BR/CK AND MORTAR PLUG PER DETAIL ON SHEET 2. TRA C T 1625J 16 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1. OVERLAY /R of E SS/Ok 17 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA SID. 401-A AND 401-9 FOX TA IL COURT & PINEHURST DR. FOXTAlle COURT ������� �, R/ ti 18 INSTALL R-1 STOP SIGN ON POST PER CITY OF RANCHO CUCAMONGA STD 401-8. PLAN AND PROFILE APDL Y THERMOPLASTIC STOP LEGEND AND 12 WHITE LIMIT LINE PER CAL TRANS SIDS CURVE DA TA: AND sPECIFICA TIONS. E" D A,E NUMBER DELTA ANGLE TANGENT FT RADIUS FT LENGTH FT I NO. 43714 SII 20 INSTALL W53 PER CAL TRANS SIDS, AND SPECIFICATONS DIC 1 Exp 3/3'/200, BENCH MARK ELEVA noN 1300.686' CITY ENGINEER _ R C.E 21 CONSTRUCT PARKWA Y DRAIN PER A.P.W.A. STD, 151-1 (TYPE 2). A 15.00'00' 14.7_5 112.00 29.32 O CITY OF RANCHO CUCAMONGA BENCHMARK jv_ E" 22 CONSTRUCT RIP RAP PAD W112 BACKING. NO. 10051: 2" BRASS DISK IN CONCRETE LAND DEwi ENT DE57GYV CORPORA 71 © 150'00'00" -- 38 00 139.28 AL TOLL FREE ,� O /� KJR 2313 E. Philodelphia St., Ste. F 1-800-227-260 C 90'00 00" - 25.00 39.27 40 0 40 80 120 S T vF 1. /: / 23 CONSTRUCT STORM DRAIN MANHOLE ,{4 PER CITY OF RANCH CUCAMONGA STD. 321. CURB STAMPED "CITY OF RANCHO CUCAMONGA Y BY 10051 1897" AT THE NW CORNER Of- 1 F Ontorio, CA 91761 I D 88'18'48" -- 25.00 38.53 r IVi- / (909) 930-1466 FAX (909) 930-1468 0 _ _ "` 24 INSTALL R2 (25) SIGN, POST, AND PAINT 25MPH LEGEND. BASEL/NE AND SWANSON PLACE 0.25 MILES AT LEAST TWO DAYS25..00--- WEST OF ETIWAAIDA AVE., AT THE SIL Y END SRG E0 90'00'57" 25.01 39.28 v 25 ADJUST MANHOLE TO GRAD[- PER CITY OF RANCHO CUCAMONGA SIDS OF THE CATCH BASIN 2' NORTH OF BEG. --- DAZE: S�S�O� 3 OF 3 BEFORE YOU DIG - --- - Scale 89'59'03 24.99 25.00 39.26' S C G l e 1 - 40 ' 26 ADJUST VAL VE CAN TO GRADE PER C/TY OF RANCHO CUCAMONGA SIDS. OF CURB OF RETURN. •<E RICHER - - - - UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA r )RA MN.p N< 27 INSTALL REFLECnVE PAVEMENT MARKER PER CITY OF RANCHO CUCAMONGA STD. 134. KJR B .3 G 90'02'48" 35.03 35.00 55.01 O R.C.E. 43714 Q EXP. 3/31/05 JOB NO. 3690 _.�____1_-__