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HomeMy WebLinkAbout1904 GENERAL NOTES STREET AND STORM DRAIN IMPROVEMENT PLANS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO BASELINE RD. VICTORIA ARBORS CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS PROJECT SITE CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. VICTORIA ARBORS CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. CHURCH QLljST. 2. ALL PIPEUNES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER FOOTHILL BLVD. METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THET ACT NOm 16313 RIGHT-OF-WAY UMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE ARROW RT. SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. Q 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF W TH ¢ Q < THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES IN THE CITY OF RANCHO CUCAMONGA W z RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH = J _< FACILITIES ARE SHOWN ON THESE PLANS. � 4TH ST. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. t 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR 6 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. VICINITY MAP 0 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 7 R c u v No. 163M ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF �. - NOT TO SCALE k v._ . _._ _._ RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE _. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. , 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY t- r; , J < 5 ENGINEER USTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 5 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SWILL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. - a �z_.._R11 2 HERI' 3RD D IV 10. PAVING SWILL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. _ 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE ; GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL 'K 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED ,�� �+ y_ ✓ .-0O BMI Y THE E.PA FOR USE UNDER A.C. D P.C.C. SHALL BE UNIFORMLY APPUED AT THE ' ' MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. � ~ - � � � ^ Cly 13. ESTIMATE of QUANTITIES IS FRONDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF ,W APPPUA TION DRI VE THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF ` > CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 3 ( 4 THESE PLANS WHICH IS NOT SPECIFICALLY USTED IN THE ESTIMATE OF QUANTITIES SHALL BE ° CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 4 O O 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SBE = "E-4� i 1 CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PIANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FORIr THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY � ENGINEER FOR APPROVAL. ^'C�moi r Q Q 16. WORK SITE AN9 EXTERIOR STREET'S SWILL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE ►� [� [� INSPECTOR. ►•a ; 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- ' ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER. • * - 3 6 AL�ERDR00 I DRIVE UTILITY CONTACT x - L E G E N D CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS 3 PRIOR TO EXCAVATION: a 9 oaoM sTRW sHM NUM9R GENERAL TELEPHONE COMPANY: (800) 422-4132 280 SOUTH LOCUST P.O. BOX 2920 p ` Q DENOTES STORM DRAM PIAN SPIFFY NUMBER POMONA, CALIFORNIA 91766 SOUTHERN CALIFORNIA EDISON CO. 1-800-655-4555 CHAR CH� S TREE T �• �� � DENOTES PROPOSED STREET UGHTS 7951 REDWOOD AVE. FONTANA, CA. 92336 DINES EXISTING STREET LIGHTS CUCAMONGA COUNTY WATER DISTRICT: (909) 987-2591 b; a 9641 SAN DINO ROAD INDEX MAP DENOTES STREET NAME SIGN RANCHO CUCAMONGA, CALIFORNIA 91730 DCA CABLEVISION: (714) 987-2225 SCALE 1"=100' • 9155 ARCHIBALD AVENUE, SUITE H DENdTESTRAFFIC ) RANCHO CUCAMONGA, CALIFORNIA 91730 SOUTHERN CALIFORNIA GAS COMPANY: 1-800-427-2200 RES. 216 N. EUCLID AVE. 1-800-427-2000 COMM. ONTARIO, CA. 91762 METROPOLITAN WATER DISTRICT: (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA. 91750 PACIFIC TELEPHONE COMPANY: (714) 999-5639 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR Valk NOTE: APPROVAL OF THESE PLANS DOES NOT CONSTITUTE MNERING DESCRIPTION OF REVISION DATE CITY AUTHORIZATION TO ISSUE BUILDING PERMITS OR FINAL OCCUPANCIES FOR ANY APPPOVED: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OF TRACTS SHOWN HEREON. SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE HOUSE�HOME CITY OF RANCH 0 CUCAMONGA BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PERMITS/OCCUPANCIES SHALL ONLY BE ISSUED AFTER ALL CONDt110NS THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON AND TERMS ARE CARRIED OUT TO THE SATISFACTION OF THE CITY ENGINEER STREET AND STORM DRAIN IMPROVEMENT PLANS FOR THESE PLANS. AND/OR AS NOTED IN THE RANCHO ETIWANDA DEVELOPMENT AGREEMENT 00-02, ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED ON FILE IN THE OFFICE OF THE CITY CLERK. VICTORIA ARBORS TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS TITLE SHEET AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION TRACT N0. 16313 THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTHEXISTING SURVEY MONUMENTATION APPROVED BY DATE: ` REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS *CONSTRUCTION o Q�Of ESS/pN9l CITY ENGINEER ��° RCE N 0 24953 0) I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMEN OF RECORD(S) THAT COULD BE DISTURBED BY �, �S C. g2 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST 71T*iE FIELD ARE SHOWN ON THESE PLANS AND ARE ,���Q�� yob, �� CITY OF RANCHO CUCAMONGA DESIGN M°,,, 17320 to"A". RECOMMENDED DESCRIBED AS FOLLOWS: vi u - $Wb 350 T RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF No. 20596 r^ Z R.P.P. THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS " `'' BENCH MARK NUMBER 10051 D O[1 C M w." a nsl� NONE � Ex 9-30-05 � STANDARD PACIFIC HOMES , I Yoio.:Ma-al-mi P ELEVATION : 1300.686 DRAWN REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING * * • .cN.t.: NUI: ...-:sl-0s,e SHEET HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER DATE fiCit 'l� CIVIL �Q SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF -� AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN qTF I N L A N D E M P I R E D I V I S I O N RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. ► N N E ns ENGINEERS SURVEYORS 1 6 ANL C. MOR RCE N0. 20596 AI' CALF OF � CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 255 Fast Rincon Street , Suite ,200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED20596 DRAWING NO. U NEGLIGENCE OF THE OWNER OR ENGINEER. Corona, CaliArnia 92879-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END ____ __ _ __ RCE NO ,` Tel Vo. /909/ 372-8500 far (909) 972--8510 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE FILE NO J 907� 1:\52526\IMPLANS\TR 16313\SIP01.dwg 7/12/03 PROJECT SHEET NO. OF I } i I 1 TAN L=42.41' -42.41' 17. 43.59' 1 : O.C. TAN O.C. O.C. 265 30' VC 0.C. #'4 9'4 9'4 9'4 �4 #'4 9'4 4'4 Pr- �,_ TOP OF VLY CURB 8^ a 1262.55 ` 1262.41 w �°�. N cul N N TOP OF N'LY CURB ^ + N +N w QSO� S� W 8� tlj IN h �N �N+N �, Osmr QQ h N +^ 1265 ' 1265 �� �� � N N +^ .i,www w wn) g `� wnl +N +^ w w a w w w ^ w 1265 1265 +^ g N o^ o^ ; .� O w car -N w JV/� w +N w a M% f -0.70,9 a65% a.7ax -0 70X 0.50 ' _ t w 1262.x3 ig Qc GRADE � =1262. Oi p 04 w^ I k GLADE �N gN �N bN +N +N 4 +w 8w +w w ^ i �� �� a� �� wN +t^ 1265 o I s O.�Ox 1265 f 1265 w v g v w w +^ +^ w b.5ox g o^ w 1265 + a� -0.71DZ 0 70x -'0/Tx a m% 0•� 4 f i 301, VC Rr I t L d- _ e- . _._. . - _ _.. a a T�J.7OV 1262.55 3 TOP OF ETY CURB t 8 w o TAN O.C. O.C. TAN 37 vv C4 py- 0 8 8 8"'•o g ? w^ w TOP OF STY CURIb w12s .41 wN BN +^ tOc. wz N w w Q./VAj � N 1� n/ �^ w w C4 C4 1265 0^ g N + w a 1265 1265 w w w + 1265 w w Q N w O.r wxa -0 lvx ss amx PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' • 1 1 10 11 12 13 14 15 16 10 1 1 12 PLAN SCALE A PPEL LA TION DRIVE 1"=40' SEE SHEET NO. 5 40' 20' 0 10' 20' 40' 11 -40' GRAPHIC SCALE 160' s SILVERADO TRAIL PLACE CALISTOGA PLACE s s 1 0' o' s 12 6 6 6 6 g 18' 18' 1 g p SEE LEFT HEREON 1 SEE SHEET N0. 4 .to o o `Oo o "' � � oo U � p< oo .r = o p m p o o .� __j cr O 10 O cp + + + W HI h U of 6Y 3 0.0 O N p Op N "� + m ^ W Go O 2 uj h I 1 II o^i N U II �' E;w E� a 11 + m + 1 cp g Ui l p � �o U o � 0 3 + � + 4i 3 ., 3 `-�-' n � 3 co 3 rn 3 + + 4i M 0 0.p p, 0 II I� I + _- .� N QO O C7 3 SO - SO W 6 clq 3 o 3 W=4' \ ' 3 W=4' 15 TYP. � 3 W-8 r h o 34.9' 48.5 B 0.4' 9 H 4 5 4 H A F A E C 2 2 -- - - 0.o 13 J - C� 14 G 1 I .8 y I 2 i / A la .0 H 8.6 A � ce 83 F L V W=fO; V=8.3, p 9 l _ \ f INT. 13 ` o a o 0 3 W-4 0 0 0 o I 10+00.00 ALDERBROOK DRIVE J C 15 TYP - rcil . 15 TYR �„ 6„ / � I VERADO TRAIL PLACE R� RRR� RRRRa RRRRR� , 1 D+00.00 SL 0 0 I _ � b o 0 d •f 'd �d •t o �j O T � I MA I o w U I � O O� M ' I I I I I � 1 I I I I h I �i I h I 11 h l In O U �o O v o3 Ncp3 N3 03 a 3 + ^ 3 co3 0� 3 p I I o °� U uj �o O BC g v + + + + + + ► + + o + W o A W A � ALo " m v Ey II co3 � ^ 12 6 6 6 s 12 o n o 3 I F INT. � INT. � 6 13+86.46 SILVERADO TRAIL PLA 6 V 6 ALDERBROOK DRIVE 10+00.0o s�cvERADo T>zvc PLACE RUTHERFORD DRIVE ( I 10+00.00 ALDERBROOK DRIVE SEE RIGHT HEREON 12+12.00 APPELLATION DRIVE SEE SHEET N0. 5 RAD TRAIL PLACE, ALDERBROOK DRI V SIL V� O 1262.51 TC 6"CF g g g S CONSTRUCTION NOTES 1262.01 FL g o Q) N 0 0 0 0 1 CONSTRUCT 3' AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). 126248 TC 6'CF 5' 6' 10' 6' ^ 5' 1261.98 FL O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. �' 1262.46 TC lo"CF LEGEND 3O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 1261.63 FL CITY OF RANCH 0 CUCAMONGA O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. CONSTRUCT AC PAVING PER CONSTRUCTION NOTE 1 O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. 1262.48 TC 8C 1d'CF STREET IMPROVEMENTS - PLAN AND PROFILE © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. 1261.65 FL � �C) I � U U Q�OF E SS ION ALDERBROOK DRIVE AND Q7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. rn ~ O C -le 1262.50 TC CCF CURVE TABLE ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. # A R L T "� "� o ►� ^ `�' No. 20596 �' m SILVERADO TRAIL PLACE 1262.00 FL A 1 1 0° 0 0 ' 0 0' 58 . 0 0 ' 1 1 1 35 ' 82 . 83 ' ^' N N �; ' - ,No Exp. 9-30-05 9O INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. cr 19c i1262.53 TC 6'CF B 14°24 '25' 1 02 , 0 0 ' 25 65 ' 12 . 89 ' � �' `v � CIVIL �* TRACT NO. 16313 10 INSTALL STOP SIGN PER CITY STD. PL 401-B (R1). 1262.03 FL C 4°24 '25' 318 . 00 ' 24 . 46 ' 12 . 24 ' C.B. 82 qTF OF CALF APPROVED BY DATE: J 11 STENCIL 'STOP' AND STOP BAR. D 78°41 '32' 45 . 00 ' 61 , 80 ' 36 , 89 ' 1"=10' 24953 A OPER. E 11 ° 18 '28' 300 oo ' 59 . 21 ' 29 . 70 ' CITY ENGINEER / .(��� RCE NO 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. F A- 78'41 '32' 27 00 ' 37 . 08 ' 22 14 ' CITY OF RANCHO CUCAMONGA DESIGN M0,.5 ,,,�R°,,�, RECOMMENDED 13 ADJUST SEWER MANHOLE TO GRADE. S�Ne 350 C.B. 83 G 11 - 18 '28' 282 , 00 ' 55 , 65 ' 27 . 92 / BENCH MARK NUMBER 10051 R.P.P. = °OKIcM k CA 92614 14 ADJUST WATER VALVES TO GRADE. 1"=10' °'°351 H 90° 00 ' 00' 27 , 00 ' 42 , 41 ' 27 , 00 ' ELEVATION : 1300.686 DRAWN - 1 . SCMOITI FAX: 949-351-0516 SHEET 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. I 10 =91 ° 0 0100, 1 02 , 00 ' 17 . 80 ' 8 . 92 / SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF _ RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. o L NERS ENGINEERS SURVEY ORS 3 OF 6 16 REMOVE EXISTING WOOD BARRICADE. J 9 0° 0 0 ' 0 0' 45 . 0 0 ' 7 0 , 69 ' 45 0 0 ' CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 O MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END CHECKED CE NO 20596 DRAWING N0. DESCRIPTION OF REVISION DATE CITY / p APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE ,�- FILE NO is\52526\IMPLANS\TR 16313\SIP03.dwg 7/12/03 PROJECT SHEET NO. OF r I L+4Z41' L-42.41' b0' 1VC i I O•C. O.C. P1=1267.08 } 1275 I '49'4 �h ' F fa h !O L=42.41'' ! W �o •+��d $ g g`° �' O.G N gV4 Nev TOP OF WLY CURB 74�' 1265 ' w w I 0� .7VA ; 1275 vc D.70� 50 I A►=1 67.06 �� I •co F N V i i �O v N w N 9 N ._.__. - _.,.. ..._._.. _ ....._._ ._ _-.__, .._,.._..K... _..,.__..� .___ .._ .. .__- _ ._.__._. .__ -..,. __ ._ _.__. _ _ - _ _ .., __ ..___•__.. _. _ ._._, .__. .._. _ ...... , _ ._. _ ._.__...., - . ...._a.. _..,.., a _._ ._ __-. ..._ _- __. .,.. .-_ . .. .._ .._. _... . __. _. _ __ .. ._ _..._ .. _... .._ __.._ __ ._. _.- __. .. . w _ _ _ .__...... _.. _...._ _ .__ .- ,„-, .-.� __ ..____._ _ ._ 1._. _ ..._. _. _... _. ._. _ + f 1 GRADE A t +rr� w i w w 1.74% 1 rt R i ; i [yj� +N +'_' + t w w w 50• W 1 1265 ; ° La-.42.4 f' c�42.4 f' Pf=126 o� 1275 a m% O.C. O.C. 4'4 �'4 L= ; $^ +� L-fft.J�S' 0.c 413.59' f7. �' a CN TAN 0.C. 00t w w N 0 x 1 N w ig4 ao TOP OF ELY CURB +N w w w w + 747 i b N + tttt I 0 12651 N w w N A o.50X I 0� ' i PROFIL..E SCALES j HORIZ. 1" =40' { , i 1 t i VERT. 1"=4' 12 13 14 15 16 17 18 19 PLAN SCALE 1"=40' ALDERBROOK DRIVE RUTHERFORD DRIVE SEE SHEET NO. 3 SEE SHEET NO. 5 1 i i so' o PEDESTRIAN g j 1 6 1 6 6 6 6 6 6 6 30' 30'ck: A o = TRAIL �; s� o n o oQ3 tri SEE SHEET N0. 6 iRm �+ w v N3 � � � 3 oi3 � 3 Nll� 3 ., v) � 3 h3 N3h 11 .5 4' W TCH o h v o o + W I 0.5' 15 TYP , + + 15 TYP + _ + + + + �o , - ^, 3 W=4 M, � � tl- h w � �0 3 W=4 0 •- 3 W=4 oLAJ 40' 20' 0 10' 20' 40' \ C _ 8C 9 - - 1"=40' GRAPHIC SCALE 46.4' \ �S C o 2 B `\' v v 1 9 - C 4 -�1 5 4- - 10 - 4 WITH END PLATE --- 4 - - 1 ---- Q _. D 1 2 13sea 5 11 C 2 5 0 =v A 42.9' 10.7' o � 1011 4 4 9 194 4 � 2' 20.1 - J W 0 0 0 0 3 W=4' 0 0 o I v 3 W=4' 3 W=4' o �n _ �v o `�" 15 TYP. o o ^ 11 ^o 15 Tm E CY) � � � � � � � � � � � � �* � PEDESTRIAN TRAIL c�j v ni h W a O _ _ o, O _ o� N v N V cp ►� - p 4 3 II II + II II O II of 11 II + W I + � - � 3 � 3 � 3 X333 .f � 33 � 3 � 3 � 3 ^ O I op 1 SEE SHEET NO. 6 6 1 6 12 INT !F g 6 6 6 6 6 6 6 6CIO 17+40.74 CALISTOGA DRIVE •� •� I 18+16.70 RUTHERFORD DRIVE CONSTRUCTION NOTES RUTHERFORD DRIVE CA LLS TO GA PLACE, SEE SHEET N0. 5 O1 CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). LEGEND O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. G�7 O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1 ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. CITY OF RANCHO CUCAMONGA O7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ® INSTALL 4' SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. STREET MIAPROVEMENTS - PLAN AND PROFILE O9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. VIES S pN 10 INSTALL STOP SIGN PER CITY STD. PL. 401-8 (R 1). • STOP - No. 20596 z CALISTOGA PLACE 11 STENCIL STOP" AND 0 BAR 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. - Exp. 9-30-05 13 ADJUST SEWER MANHOLE TO GRADE. �q�F �1V11 ,P TRACT NO. 16313 O OF CA0 14 ADJUST WATER VALVES TO GRADE. APPROVED BY DA TE• 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. CURVE TABLE CITY ENGINEER ���-��{��'' T RCE NO 24953 DESIGN MORSE 17320 R..Wll A- RECOMM NDED 16 REMOVE EXISTING WooO BARRICADE. # 0 R L T CITY OF RANCHO CUCAMONGA ,� O A 110- 00 , 00, 58 , 00 ' 1 1 1 • 35 ' 82 , 83 ' BENCH MARK NUMBER 10051 R'P'P' ` 17 INSTALL WOOD BARRICADE PER CITY STD. DWG. N0. 131-A B go. 00 1 0 0" 45 • 00 70 , 69 ' 45 . 00 ELEVATION : 1300.686 SDORIC" R N FAX: 919-251-Rill DRAWN '���3� -� ���- ,�,,,,�,: FAX: 919-IS1-0516 SHEET 19 INSTALL W54 SIGN. aSET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF C 9 0 0 0 0 0 27 . 0 0 42 , 41 27 , 00 , RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P L A N N E R S} ENGINEERS S U R V E Y O R S 4 �' INSTALL R26 SIGN WITH END PLATE WHERE NOTED ON PLAN). OF 4 ( ) D 10 00 00 102 . 00 17 . 80 8 . 92 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 �„ .- � CHECKED ��/!� i y� 20596 DRAWING N0. 5 INSTALL 12" SOLID WHITE STRIPE PER CITY STD. DWG. NO. 133. MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END �CE NO CITY © DESCRIPTION OF REVISION DATE OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. APPROVED: DATE 7/ G� FILE NO I 9 0 I:\52526\IMPLANS\TR 16313\SIP04.dwg 7/17/03 PROJECT SHEET NO. OF s E TOP OF WILY CURB 50' 1275 TOP OF N'LY CURBPOiRTl0111 k POR7JION P01MON P1=1268.72 ; 50' VC 50' VC 50 VC L� P1= PV= { Pl= L-111.M' O.Q 4359' 17.810 126226 12 7.15 1265.20 TAN O.C. '' $N $ ^o �; 0 02 N vs A w 01N w w w + p p S • O G 8p< ^N ��o �►: �N os a o�A wwz A w �•. gam' ''04 v�'to� +`�' 00 +`�' +A 1.82X `��• 1 w > , h cv rr+AA ►� O O A V Q 7J% A w +N 064[ w -0 86X � � PAW=-1.642 TAN-2.57i 1265 1265 265 1275 CL GRADE TitN= 2. 8z s GRADE PI--i2's724 P1--�12s715 �• Lao 03 �, P1=1268.70 t •^ � $ $ � P1= O 8 • � S g F N 1265.1 co V E^S o h w N os � N ttww ♦ �7 N O N r� c$ $tom •O N S N i- co ,� �O �jN +wN Rol W_ ♦ _ _ _ w w O > 8 N co +N hN N �N �dN tf}w,A p� F3 .` $N Q 7.3.ti' ?. A�► w w i p' MA A ( iL 0OAr w �w -0.&-X -3709 159 1265 1265 1265 PnRN 1275 TOP OF S'LY CURB PORTM 2 00X TOP OP S'LY CURB �� ' �O N p N w N 50' P1=1268.72 50' -3.67x PI= `° corms`c `° -^ FY Pl= 1267.26 o'n2 N Np N „,N `` 1267.15 Ci .� CN N $ 1T65.?0 ; ^ + + + ' ao 00 0 w w w w •� w O h Os N w S W W N w N N S� O j S O 8 ^ # +N j1E Calf IG w 7v wiffy P1dl7YP 112 g 4 C4 ,� w �: 08$ g N +" ^�, N $A _(_-f,iAp 8EGNN#n �} p w�C �N w w w ,8 / w w w '�` ^ '�A +A + w $vj �N pN + N { ; i• t0 0.73X -086x' ! 0.70X A TAN=-1.642 1265 � 1265 . � 126`5 t rAN=�5>x PROFILE SCALES f ` i I ! ; HORIZ. 1"=40' VERT. 1"=4' i , 10 11 12 16 17 18 19 20 PLAN SCALE 1"=40' DA Y CREEK BO UL EVA RD SEE SHEET N0. 3 OF 15 CALISTOGA PLACE w OF DA Y CREEK BL VD. IMP. PLANS SIL VERA D 0 TRAIL PLACE o `' DRAWING N0. 183.3 1 SEE SHEET NO. 3 6' 1 SEE SHEET N0. 4 a o 6 ^ 60' 1 N O `� ;� ^ _ ^ v 30' 30' 30' i 30' o ^ Er 3 v v .f o o + 4, + 12 18' 18' 12 + �., `��' 4 0 . ►� , W o I o 2 ^ 12 18' 18' 12 ' _ _ � 3 - + 4 4 -a- Q) 3 �� Hl ^ Hl ^ 5' Hl ray of 1, 3 14 o I i .5 :t W �- i I 15 � p ►� ^ o g 15 TM I E„ 3 cn 15 TYP 3 W=4' r� °p '� 3 W=4' 1 �' $ I 3 W=4.0' 2.1 ja + o g I 46.7 15.1 E o , 10 0 Z � 10 1 8 13 � � 0 1 2 B - � 1 13 2 = o 16 2 10 I C D / 9 ' 2a, 13 IN 10 i B ro� q, 2 17 Lot f 1 W Qj 0 a _ _ � � A - B o ,, 2.5' B o 40' 20' 0 10' 20' 40' / B 40' 20' 0 10' 20' 40' I §5 BC 1"=40' GRAPHIC SCALE 3 W=4.0' 1"=40' GRAPHIC SCALE o T� � 1@TYP. 3 15 TYP. W34' 15 •r � o W 4 TYP. $ F � , ► _ $ W 15N 0 12 18 ^ cr SILVERADO TRAIL PLACEn+ 1 ^ v CALISTOGA PLACE APPELLATION DRIVE SEE SHEET N0. .3 SEE SHEET N0. 4 CONSTRUCTION NOTES ' 1 CONSTRUCT T AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION). RUTHERFORD DRI VE Q2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. �p� O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. LEGEND O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. CONSTRUCT AC PAVING PER CONSTRUCTION NOTE �1 O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. CITY OF RANCHO CUCAMONGA © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A O INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. STREET MAPROVEMENTS - PLAN AND PROFILE ® INSTALL 4" SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. Q�Of ESS1pN APPELATION DRIVE AND O9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. �cl 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). RUTHERFORD DRIVE No. 20596 �" rZ,i 11 STENCIL 'STOP" AND STOP BAR. * Exp. 9 30-05 * TRACT NO. 16313 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. \P 9TFOF CA0- APPROVED BY DATE: �'� 13 ADJUST SEWER MANHOLE TO GRADE. CURVE TABLE / ( G CITY ENGINEER V - ����"''�- :� � RCE NO 24953 14 ADJUST WATER VALVES TO GRADE. # R L T DESIGN > 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. A 900 00 ' 00' 35 . 00 ' 54 , 98 ' 35 00 ' CITY OF RANCHO CUCAMONGA RPP `2 Mo.fSu* *3301. 11 A- RECOMMENDED 16 REMOVE EXISTING WOOD BARRICADE. B 906 00 ' 00, 27 . 00 ' 42 , 41 ' 27 . 00 ' BENCH MARK NUMBER 10051 .C•I C M kms.CA 92614 17 INSTALL WOOD BARRICADE PER CITY STD. DWG. NO. 131-A. C 110000 , 10101 58 , 00 ' 1 1 1 , 35 ' 82 , 83 ' ELEVATION : 1300.686 ,311 ry �:949-251-..21 DRAWN - SCHULTZ FAX: 949-251-9 2 SHEE SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF D go- 00 , 00, 45 , 0 0 ' 70 . 0c) , 45 . 0 0 ' RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P L A E R S E N G I N E E R$ SURVEYOR s 5 OF 6' 18 INSTALL R2(25) SIGN. E 10° 0 0 ' 0 0' 102 , 00 ' 1 17 . 80 ' 1 8 . 92_'_] CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED DRAWING NO. CITY MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END E NO 20596 DESCRIPTION OF REVISION DATE APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE �fFILE NO I:\52526\IMPLANS\TR 16313\SIP05.dwg 7/12/03 PROJECT SHEET NO. OF