Loading...
HomeMy WebLinkAbout1922 STREET AND STORM DRAIN IMPROVEMENT PLANS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OFRANCHO BASELINE RD. VICTORIA ARBORS CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PROJECT SITE CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. VICTO IA A 0 S CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. CHURCH Q ST. 2. ALL PIPELINES 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 THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE T ACT NOm 16371 ARROW RT. SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. a 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH Z Q Q THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES IN THE CITY OF RANCHO CUCAMONGA z RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH 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. 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- )?0 -4,0 Q2 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 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. -a— VICINFY MAP 7. COMPACTION TEST'S OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ;1 , s � --- ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF NOT TO SCALE RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE I s � I �t UBM T THE R1' ENGINEER F R ., SUBMITTED 0 E C ENG EE OR 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 CITYENGINEER USTING ALL TESTS OR 5 Q, CONTENT AND GRADATION OF ASPHALT DETERMINATIONSCOMPLETED TO VERIFY STABILITY, OIL T TR r►� OLD POR COU 1 4� ' f1 i '��i 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE "� CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, fes, I SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL. BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN �• - '< 04 ^� TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. 54 W 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY TJ I o MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE44 I ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE a ; l .1 GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL Q4 1 C, V ° , v DO 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERIUNT REGISTERED }..� - J'v BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF h > CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 6 , ,- 7RAC7 No. 1637 , }. 'J C41 THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE rt v CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. O ..•moi =� � __ � � .�i e. . f I e 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY - f ENGINEER FOR APPROVAL. 16. WORK SITE MID EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY � r � 6 4 > STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE � INSPECTOR. THE FINAL OR SURFACE ROADWAY PAVEMENT NOT BE 17. E LAYER OF ASPHALTIC CONCRETE RO SHALL {� �- PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED X _ _- - s} ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENT'S ARE REMOVED AND REPLACED TO THE SA1TS- FACTION OF THE CITY ENGINEER.` o° �e UTILITY CONTACT 1 �� L E G E N D CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION: GENERAL TELEPHONE COMPANY: (800) 422-4132 \ 9 D STREET PLAN SHEET Hl1MBER 280 SOUTH LOCUST P.O. BOX 2920 ~ POMONA, CALIFORNIA 91766 10 DENOTES STORM DRAM PUN SHEET NLM9ER SOUTHERN CALIFORNIA EDISON CO. 1-800-655-4555 t' INDEX MAP DENOTES PROPOSED STREET LIGHTS 7951 REDWOOD AVE. FONTANA, CA. 92336 SCALE 1"=100' DENOTES EXISTING STREET LIGHTS CUCAMONGA COUNTY WATER DISTRICT: (909) 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CALIFORNIA 91730 DENOI STREET NAME SIGN DCA CABLEVISION: (714) 987-2225 DENOTES TRAFFIC SIGN ARCHIBALD AVENUE, SUITE H 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 SPECIAL NOTE: APPROVAL OF THESE PUNS DOES NOT CONSTTUTE ENGINEERING DESCRIPTION OF REVISION DATE CITY AUTHORIZATION TO ISSUE BUILDING PERMITS OR FINAL OCCUPANCIES FOR ANY APPROVED: 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 HOUSE/HOME OF TRACTS SHOWN HEREON. 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 CONNTIONS 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 11ANCH0 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 NO. 16371 THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATIONAPPROVED BY DATE:'=��' ` REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION oQ�pfESS�pN9l CITY ENGINEER � �!�'� RCE NO 24953 � I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENT OF REC THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN E ORD(S) THAT COULD BE DISTURBED BY FIELD ARE SHOWN ON THESE PLANS AND ARE ��c, ��`4 C. � Q� CITY OF RANCHO CUCAMONGA DESIGN MORSE g070It."Av RECOMMENDED CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESCRIBED AS FOLLOWS: ; E•ME iso RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF No. 20596 r" ,Z BENCH MARK NUMBER 10051 R.P.P. ! coc,ew �;".,c�nau THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS NONE Exp. 9-30-05 STANDARD PACIFIC HOMES ,:,-:s,_..z, • REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING * * ELEVATION : 1300.686 DRAWN ' SHEE s P SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF E M.,*: E111f: N1.a,os,e HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER ClyTt AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN DATE U '�3'D lqTF �� INLAND M P I R E v I V I S I O N RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. P N E R S E N G I N E E R S s u R v E r o R s 1 OF 6 S ANLEY C. MORSE RCE N0. 20596 Q" CAL (~ CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ,255 Fast fincon Stmet , Suite ,200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED 20596 DRAWING NO. (� NEGLIGENCE OF THE OWNER OR ENGINEER. Corona, Caltfirnia .9287.9-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END CE NO / Q Tel A /909/ 372-8500 f' (' 0.9) 372-8510 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. ATE • 3• FILE NO / I:\52526\IMPLANS\TR 16371\SIP0I.dwg 10/13/03 PROJECT SHEET NO. OF CONSTRUCTION NOTES & ESTIMATED QUANTITIES STREET TREES SCHEDULE: LEGEND STREET BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QUANTITY ORIENTATION STREET IMPROVEMENTS SPACE UNIT QUANTITY WINERY DRIVE LA EERSTROEMIA INDICA LAVENDER CRAPE MYRTLE 3' 20' O.C. 24" BOX 26 EA. 1. CONSTRUCTS AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). SF 76310 "MUSKOGEr R/W R/W 2. CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL 104. LF 4260 OLD PORT COURT PYRUS CALLERYANA NCN 3' 20' O.C. 15 GAL 17 EA. 60, 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SF 17050 "ARISTOCRAT" � 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 dt 103. EA 4 VINTNER DRIVE PYRUS CALLERYANA NCN 3' 20' O.C. 15 GAL. 26 EA. 0 30' 30' 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A SF 850 "ARISTOCRAT" ~ 12' 18' 18' 12' 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 TYPE R-1 (W= PER PLAN; X= 3'). SF 6350 V) I I SUB-TOTAL 69 EA. 3 7. INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. EA 6 8. INSTALL C SOLID YELLOW LANE UNE PER CITY STD. DWG. NO. 133. LF --- 0.5'_ 4' 7' 0.5' 0.02' 0.5' �� 4' 0.5' 9. INSTALL STREET NAME SIGN PER CITY STD. PL 401-A do 401-8. EA 4 1 2 2 1.7% _ __ % 10. INSTALL STOP SIGN PER CITY STD. PL 401-B (R 1). EA 3 3 11. STENCIL "STOP" AND STOP BAR. EA 3 3 12, INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID k COORDINATED BY DEVELOPER. EA 18 VINE CREST PLACE GEIJERA PARVIFLORA AUSTRAUAN WILLOW 5' 20' O.C. 15 GAL 8 EA. 13 ADJUST SEWER MANHOLE TO GRADE. EA 10 R = 67 TJ. : 6.0 14. ADJUST WATER VALVES TO GRADE. EA 6 RESERVE PLACE GEIJERA PARVIFLORA AUSTRALIAN WILLOW 5' 20' O.C. 15 GAL. 30 EA. 15. INSTALL STREET TREES PER SCHEDULE AND NOTES HEREON. EA 107 (TYPICAL) 60' R/W - INTERIOR STREET 16. REMOVE EXISTING WOOD BARRICADE. EA 2 SUB-TOTAL 38 EA. z 17. INSTALL WOOD BARRICADE PER CITY STD. DWG. NO. 131-A. EA --- N.T.S. 18. CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. DWG. NO. 107-A EA 1 19. INSTALL W53 SIGN AND POST OR STREET LIGHT. EA 2 0 V) STORM DRAIN IMPROVEMENTS 30. CONSTRUCT 19' RCP STORM DRAIN ("D" LOAD PER PROFILE). LF 90 31 CONSTRUCT 24" RCP STORM DRAIN C D" LOAD PER PROFILE). LF 320 32.1 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 (W AS SHOWN ON PLAN). EA 7 33. CONSTRUCT MANHOLE NO. 1 PER CITY STD. PL 318. EA 3 34. CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. EA 1 TOTAL 35. CONSTRUCT 30" RCP STORM DRAIN ("D" LOAD PER PROFILE). LF 490 107 EA. 36. REMOVE BRICK AND MORTAR SEAL EA 4 37. CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. EA --- CONSTRUCTION NOTES FOR STREET TREES 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS FOR QROFEss/�N VICTORIA ARBORS C �\�y 1�� V) I� ESTIMATES OF QUANTITIES, TYPICAL SECTIONS, CD No. 20596 m STREET TREES & DETAILS Exp. 9-30-05 crvl� TRACT NO. 16371 OF APPROVED BY CITY ENGINEER RCE NO 24953 DESIGN _ Mo,fF ,7,20Re&1�Aro. RECOMM NDED CITY OF RANCHO CUCAMONGAfi Suite,S BENCH MARK NUMBER 10051 R•P P350DOR/CM keine,CA 92614 STANDARD PACIFIC HOMED Voke:949-251-9921 ELEVATION : 1300.686DRAWN 1 fC,,,,L.= F,,X, ..9-25,-05.6 SHEET n _: INLAND � M P I R E DIVISION SET 2 BRASS DISK IN CON(. CURB STAMPED CITY OF RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. P L A E R S E N G 1 N1 I R S SURVEYORS 2OF 6 ,255 Fast fincoonrnn Suet , Sude ,200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED � 20596 DRAWING N0. Comna, Cali ia 92879-133E NO 0 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END Q Tel At, 909/ 372-8500 Far (90.9) 372--9610 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE FILE NO I:\52526\IMPLANS\TR 16371\SIP02.dwg 10/13/03 PROJECT SHEET NO. Z 0F TOP OF NlL CURB P►=12931,E 4 , i 50, IV { i ' y4 14 14 1'4 4 =1290 ¢ t Scl A i E s 19 NA asW if � Qp � "'S N I { i i 1290 1290 I_ , t L t GRAM P1-129.311 t # Ic f I P1=1290..30 I { "A f Q! s Ql F 1 i i i 1 1290 ��--- 4 _ 1.ps� �. ___ 1290 I f I f TOP OF SLY CURB P1=1293.13 i P ! SO' VC I { i -1290 i I ro aaff 1 1290 -- � �. a -1290 } i F i i - - PRW 70 la0rV5'11PGIC111OrV } I a 1 i I PROFILE SCALES HORIZ. 1"=40' 1 1" i I VERT. 4' 27 28 29 30 31 32 33 34 PLAN SCALE 1"=40' 12 v v v v L b 1z' Oho �° VINE CREST PLACtc� InE -O4 6 + + 4, + � E SHEEjNO. oW � �' � �' °+' ,; 6 12 ;tzZM r 1N' � � � � � � "`\' x°°' O TRACT BOUNDARY �, c� N N N 6w N O „ o o m E 3` - N c\i � 4� NN NN N � NN NN NN S x IT a"' o � � 6 „ � ., 6, tix 00 (V 1R 4 L F 4 c� 6369 A B 1 9 13 1 0 o ao 1 15 6 h x � fii/� � O 1 foo k 00 2 - �. �� 6D3 W=4' O6y c ' l� lv 'y5' 5' 12' 6' 5'° A0 �b 40' 20' 0 10' 20' 40' 1 13 tix x /�` 'F_c N � N ry� 00' y0 ,�V ,v 1.,_40' GRAPHIC SCALE &I W=41 h '` ,`fir �i O' 30 O io Ev �, F" i° 15 FE'SyE� p " 'C �' N N h N e O W � � oi3 / N� �4 N N 3 0 W o p C.B. 64 RBOjQ h 1 =10' ,`ti O° h Oc0 SEE �qN O N ' N N 3 W + N ►� C.B. 57 S E h v h c.> nj � ^ co �� � � E>+ 2 ao "• r ti O � OFT/P16 NOS N N 3 �6 3N o Ng 6 6 A, l"` 3 W=4' l / 1�=10' X69 N + coo ") fo 12 N WINK Y DRIVE 6 ��x ° SZY 2 43 C-b eco - l ?�'QFSFF�y ""mac`' •� �� ' �,' 0 fo� p`0 moi' h ryx 00 0' IS 30' 60, 05, CONSTRUCTION NOTES LEGS CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1 '*94 O1 CONSTRUCT 3" AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). D S 46., 6' Q2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. EE SyE "44C, x h° 21• "° F �`� CITY OF RANCHO CUCAMONGA O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. St Oryx ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. x O S' O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. '��' �� � STREET IMPROVEMENTS - PLAN AND PROFLE © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. x N• Q�OV E SS 70N t�7 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. CURVE TABLE C.B. 58 Oryx0� �������� C. WINERY DRIVE ® INSTALL 4" SOLID WHITE LANE UNE PER CITY STD. DWG. NO. 133. A 18-50 , 09, 3328 0 0 ' 1 09L 14 ' S5T 07 ' 1 -1 - `�' No. 20596 r^ m 0 B 18 5 0 09 35 0 , 0 0 1 15 , 06 58 . 05 oc Exp. 9-30-05 TRACT NO. 16371 9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. � CIVIL �* 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). C 1 *21 ' 19' 368 . 0 0 ' 8 , 70 ' 4 . 35 ' qTF CAL�VC 11 STENCIL 'STOP' AND STOP BAR. D 80*32 '58' 27 , 00 37 , 96 ' 22 , 88 APPROVED NGINEER • 'A� (/�/U 1 DATE:, 24953 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. E 8 7 5 5 21 2 7 , 0 0 41 r 4 3 2 6 . 0 4 RCE N O 13 ft 350 ADJUST SEWER MANHOLE TO GRADE. F 92°48 '4 1 ' 27 . 0 0 ' 43 . 74 ' 28 . 36 ' DESIGN RECOMM NDED CITY OF RANCHO CUCAMONGA MO..E ,,710 R°dM11 Avg. 0 G 23° 01 '27' 368 . 00 ' 147 . 88 ' 74 . 95 ' R.P.P. a �""w,C BENCH MARK NUMBER 10051 DOR 1 C N lrviw.,CA 91611 14 ADJUST WATER VALVES TO GRADE. H 23° 01 '27' 350 , 00 ' 140 , 65 ' 71 , 29 ' ELEVATION : 1300.686 DRAWN �] VDin:949-151-6811 sCNUlf1 FAX: 949-151-0516 SHEET 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. I 23° 01 '27' 332 , 0 0 ' 133 . 41 ' 67 . 62 ' SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF O J 89°58 '56' 27 . 00 42 , 40 ' 26 . 99 ' RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. P H E R S E N G I N E E R S SURVEYORS 3 OF 6 16 REMOVE EXISTING WOOD BARRICADE. CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 20596 K 89°48 ' 07' 27 , 0 0 ' 42 . 32 / 1 26 , 91 ' CITY CHECKED DRAWING N0. DESCRIPTION OF REVISION DATE MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END E NO e APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE FILE NO I I:\52526\IMPLANS\TR 16371\SIP03.dwg 10/13/03 PROJECT SHEET NO. J OF 57.52' TAN L=1.39.28' aC. O.C. P1=1297.04 $ $$ a� rc a50V .-' f�1291.62 i j s w w TN�9 ' gAc 1295 4 A r TOO �y V 8 A Q OF 4 Njr Ig ^ w lie P1=1285.00 Q _ • a f F{R11Nt JV P1=1282.50 i N i 8 8 "+" " 5.87 P1-1291.60 w j 1285POAYr 11295 GRADE T�t� f7�A� y�/ I `• t�29..�2' 40 AD' YC L=89 64' O.Q L-e..64' 0•G Ig am% k as Pk 1297.04 , ^ f off i a." s A 1 QO _ t r I , P1=1282.48 $w $ g N �D' 1C a5ff �N SN A I $ +A + Qd7�'CA + P1-1291.62 �'!$ A e N LAC Ls w � - yj`� �- 17tK=0.� 1285 1��A ac. ac N �w 8� A -1295 ��� ��1 A ws 3•� j _ TOO OF E'LY CURB w w A /yam 1 j w �w^� ^ f " Q I sr ve I A 0 i , _ - _ {� F � .. � "' -• A►=1285.AD - .� - ..^ • �\jAao � ..<J.... -. ... _ d. a ..- K -4-- - .« .. -• . .. ...-... .. _ .,. ... .....-_._.. a _ ._..- _ .. ! . ., A F A x A filPloR TO -1282.50 I 8 ION^ 0 71 w 1285 1 20 Sig ; F ; ► t 1 I t PROFLE SCALES I HORIZ. 1"=40' , f { i 1 { f f VERT. 1"-4' i . , i I 7 • 10 1 1 12 13 14 15 16 17 18 19 20 21 PLAN SCALE 1"=40' 6 6 6 1 g SEE SNT.`ANE OF TR 16,36 6 6 �' o 6 few ^ - 6 t2 WINERY DRIVE 0 o � ^ II 1 cyl � /QE's - v, a ; �6 � � � � SEE + 4,cl' 26, co �e ao Vof O Ici ^. h h N '1 (/ 6 �F N co V + m 38' Jul n + 3 o E .f p Mi 'o + W N N a0 0, + o o .,S aa �o O O 0 cp o1 3 -, 3 W=4 �► V h h .S P// ,, N 'o ap ►-� o� m' 3 3 V v '� `� v o1 15 TYP M �" h 3 v U E- W C r\ h �`' ^ .� "� + p v o 0 6v `o o R/GNT E `D ►� _ "' .� + + u + ?o' �Or 4i ao ►� o n + X x 3 ^ yE/P v; v + p 1� ^ ^ 3 + , �, 6„ 3 o 18" �8. N __ `d' �o cd N N o '' 03 �' ,� � m ,� � EO�y + � � W II A3 3 W-4,10. 10 4L ti 15 ooa ._ tN '� 3 W=4' o Io 3 + 2 1 G F o r £C S 11 T --- _ _ 4 A 2 H _-�_ o o h P -- - - - � 2 �_ � X 20.7 -- V 13 R o � 5 2 -� ^� I `�, J / vo w g 4.14' 0 2 17.86` Y W K Q - 3 W=4. p 6.12 ��- K N 14 14 � 0 ►� .. � B 2 L 15 15 + ^ n �o - 40.27' 13 W 3 W=4' 18 op 3 R� ,nr O 21.71 ,� c� -1 3 W=4 0 0 a o 10 SEWER �� fI iV ESMT rL O N 3 04 W=4' cn 6 4 �� �, �y f v1 1 � + ^ �� 501 w p p N N ^ � g o; o li v 6 0 + II 3 0 6 4. O `" 5 `P' ko0 C,4 Qj O 01 ^ II '� O Itj NN O h II `6 ao ,•� -q) 6 3 o 3 ;! 6 5' S co ^ "� 3 6 V fo 6 " VINTNER DRIVE '4� �� �° RESER VE PLACE QROFESS/ONS o2m s s 6, 5 CURVE TABLE %- % �' ao 20 0 10zo 40'N. ,�� � C t ��f� A 90-38 ' 18- 27 , 00 ' 42 , 71 ' 27 , 30 ' '��' �� Q`,1� c� `N 1"=40' GRAPHIC SCALE C, No. 20596 " m CONSTRUC 1 IVN NOTES 40' 20• 0 10' 20• 40 ° `+� �� G v � B 89 31 41 27 , 00 42 , 19 26 , 78 ,�, � �b � ,� r. � ti oc Exp. 9-30-05 � o C 25* 04 '36' 282 . 00 ' 123 . 42 ' 62 , 72 ' 1"=40' GRAPHIC SCALE �p O1 CONSTRUCT 3' AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). �' �, b D 25°42 'S4' 3 0 0 . 0 0 ' 134 64 ' 68 , 48 ' �' v ��' S 5, .� �; h ,� F A� CA0 Q2 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. N ►:' o v E 25° 14 '35' 318 , 0 0 ' 14 0 1 0 ' 71 , 21 `Oni ' °"o V V F 27- 16 ' 18' 318 , 00 ' 151 36 ' 77 . 14 ' •`��ti ����0 ti 11 5f •`? h Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. n, n, O ni `O O �' S" v ' h �, � G 27° 16 ' 18' 300 , 00 ' 142 , 79 ' 7278 ' � �, �• � 5' ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. C.B. 61 N ry �; o ^� H 2 7° 16 ' 18' 2 8 2 0 0 ' 134 , 2 3 ' 6 8 , 41 ' s �� CITY OF RANCH 0 CUCAMONGA 5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A � v � ' -'0 `� � .`� `� � h ° � � � � �ry �` Q � � b � � � � ^ z l o° 0 0 0 0, 102 , 0 0 17 , 8 0 8 , 92 � �`' � � STREET IMPROVEMENTS - PLAN AND PROFILE © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A �' v J 92 25 25 27 . 00 43 . 55 28 , 17 8• b v Q7 INSTALL HYDRANT MARKERS PER CfTI' STD. PL. 134. h `h co : '�' �'IC) b v K 92°25 '25' 45 . 0 0 ' 72 59 ' 46 94 ' �' �, b 10 �' h �; v L 1 13°58 ' 02' 58 . 0 0 ' 1 15 , 37 ' 89 , 26 ' 6. b �° VINTNER DRIVE ® INSTALL 4 SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133. o �+ c-, r\ 00 � ► � M 2 56 4 0 482 , 0 0 24 , 77 12 , 39 5� .� h � '�• � h v v � AND RESERVE PLACE Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. "� ^ O '"? `o �o N 2°56 '4 0' S 0 0 , 0 0 ' 25 , 7 0 ' 12 , 85 ' h ►� ~ '` �' h `�� ❑ 8°35 '57" 102 . 00 ' 15 . 31 ' 7 , 67 ' C18=1060 �' ,�C•B_ 59a� ^ �' 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). 1 _10 0 0 h ►� TRACT NO. 16371 11 STENCIL 'STOP" AND STOP BAR. P 5- 10 ' 12" 518 , 00 ' 46 , 74 ' 23 . 39 , ,� h 12 INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. S Q 5°2 3 ' 0 9" 5 0 0 , 0 0 ' 4 7 0 0 ' 23 , 52 ' ,� APPROVED B Y DATE:/ i R 5°23 ' 09" 482 . 00 ' 45 , 31 ' 22 , 67 ' •! f ` 5• CITY ENGINEER � � �` '%��� �� � RCE NO 24953 13 ADJUST SEWER MANHOLE TO GRADE. ,� 14, S 89-48 ' 07' 27 . 00 ' 42 , 32 ' 26 , 91 ' CITY OF RANCHO CUCAMONGA DESIGN moose 173"R."A- RECOMMENDED 14 ADJUST WATER VALVES TO GRADE. ear "� 6' T 89-58 '56' 27 , 0 0 ' 42 , 40 ' 26 , 99 ' '0 5' U 4° 12 '52' 743 , 00 ' 54 , 65 ' 27 , 34 ' SI 350 BENCH MARK NUMBER 10051 R.P.P.• • • � noRltM r,,;..,cAv2ela 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. o h �, ° ELEVATION : 1300.686 I w:�.:949-25:ae�l N 4 12 52 725 . 00 53 . 33 26 . 68 DRAWNSHEET ¥ f t M U l t i FAX: i�9-ZS -0516 `O °j SET 2 BRASS DISK IN CONC. CURB STAMPED CITY OF c 16 REMOVE EXISTING WOOD BARRICADE. o W 4° 12 '52' 7 07 , 00 ' 52 , 0 0 ' 26 , 01 ' RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. a - N 6 R S E N G I N E I R S SURVEYORS 4 OF 6 18 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. DWG. NO. 107-A C.B. 62 0 o X 15° 0 0 ' 04' 1 12 , 00 ' 29 32 ' 14 75 ' CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 1"=10' CHECKED 20596 DRAWING NO. 19 INSTALL W53 SIGN AND POST OR STREET LIGHT. Y 21 0° 00 ' 07' 38 00 ' 139 28 ' 141 . 81 ' DESCRIPTION OF REVISION DATE Cin MILES WEST OF ETIWANDN AVENUE, AT INING F CURB. END RCE NO OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE /0 (AGf o��`' APPROVED: FILE NO I:\52526\IMPLANS\TR 16371\SIP04.dwg 10/15/03 PROJECT SHEET NO. OF TOP OF WILY CURB FINTSHED SURFACE OVER r t= 1 ! OF STORM DRAIN 1478wo-C..-W 1=111.35' ac W-44.31' L�9.99' O.a RN--60.17" L=7A.5o' ac ac. Lmr55.66' aC. L=5568' O.C. L-m25' ac L-M.25' o.G FINISHED SURFACE OVER OF STORM DRAIN rc $ is h is P1=129,3.10akx A j 1 X295 _ _ , _ . ., �. A am% � 295 �290 _ �290 � t.00ac , I ` Hml t t " GRADE i��j ; Ana I t �WAm i •Y`I' , 5& IV a=129,3.10 ILI. . t � 8`? 0136 8 A N , i A A A A w + t , 295 ?95FA 28(} 1 280 w A w wwOw ww i � , RIVE 107.71' _ . ( r JL L iv ac TOP OF S'LY CURB L=6525' ac lL-m25' ac �� arc R--129110 � � �� A I � A � 8 � A � o/,��=/t�.���s =t.7 r 14 8 g A w w •-2.05 PS j V-4.1� 4 i I FA A H Q63X I Ate= ?.�74 LF j 1653 LF + Qr3.9 CFS 7.0us IC +A =19 16' RCP �8FP 18' RCP 1 295 � �.: �A >� -- t.811� 1 295 r v �tt50 � V--7.13 FPS A CONfST. HORST s 16�JO LF JZ 15 LF 1 18' RCP 18' RCP t w " ! 0 OR-1250 D-1250 I 3• 1 } I j F f LAT. A-9.1 LAT. W-9.14 I LAT. 'A-915' LAT. 'A-9.16 I SU SLIT. 6 MR ROAN WW S1f si�lT. 6 fm PL+w W IF sff swT. 6 fm Ptm NEw sf s ff.. 6 fm am rtEw PROFLE SCALES HORIZ. 1"=40' VERT. 1"=4' 10 11 12 - 13 _. 14 ._ . 15 _ . 0 0 _ PLAN SCALE 0 6 6 v` _ ' �' 6 g �' 14+31.91 �' RP N o 3 15 TYP. 'NGr SNE + o rn ►�_ 3 W=4' o u o .I _v r w'A N 15 6 DWY Fv 3 F DWY, \ W=12' 15.36' 6 3 W=4' 59.80 W=12' \ K DWY ST LT. 1 N B --- L 5.18' H 6 -.. \ _ - -- 2 2 35.73' 3 p 82 f DWY. .90' 7.94' -�� 6 A w 2 t D ~ 12 ST. LT 33.39' -�'J' 1�0� W=15 o F \ H « �. .f N 13 22.58' � F 15 3 W=4' 6 If DWY, A W=14' - � � I � o � 40' 20' 0 10' 20' 40' + _ 15 3 W=4' m 1"=40' GRAPHIC SCALE \ E w o 3 g oma, a u w �v, hW � v O \ N o + tv 1Pi �' + TCHCN O ��� _ 0 12 F INT. >9 6 I 28+6,332 WINERY DRNE OLD PORT COURT VINE CREST PLACE ' 10+00.00 ONE CREST PLACE �\ SEE RIGHT HEREON SEE LEFT HEREON OLD PORT COURT VINE CREST PLACE 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE CONSTRUCTION NOTES 0 CONSTRUCT Jr AC OVER 4' AB. (INTERIOR STREET MIN. STREET SECTION). LEGEND O2 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. PL. 104. CONSTRUCT AC PAVING PER CONSTRUCTION NOTE #1 O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. CITY OF RANCHO CUCAMONGA ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 k 103. O5 CONSTRUCT CROSS GUTTER PER CITY STD. PL. 106-A. STREET IMPROVEMENTS - PLAN AND PROFILE © CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101-A. CURVE TABLE C. VINEcjvVINE CREST PLACE O INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. # R L T ,,Q � c ® INSTALL e SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133. A 87°55 '21 ' 27 , 0 0 ' 41 , 43 ' 26 04 ' L, `�' No. 20596 �' m AND OLD PORT COURT Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. B 1<9- 15 ' 07' 318 , 0 0 ' 106 . 51 ' 53 . 93 ' * Exp. I V I L 5 * TRACT NO. 16371 C 23' 12 '24' 300 , 0 0 121 . 51 61 . 6 0 � civl� �P 10 INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1). D 20023 '43" 282 , 00 ' 100 , 38 5073 ; 9TFOFCA � APPROVED BY DATE: 11 STENCIL STOP' AND STOP BAR. E 92 48 41 27 . 00 43 , 74 28 , 36 ,, // 12 INSTALL STREET LIGHT'S 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. F 8 9°4 8 '4 3' 27 , 0 0 ' 42 . 32 ' 26 , 91 ' CITY ENGINEER ,, /� {�'f ��' ,��� �'-�i!' RCE N 0 249 53 O G 89°48 '43" 45 , 00 ' 70 , 54 ' 44 , 85 ' CITY OF RANCHO CUCAMONGA DESIGN �,<:, e MORSE 1772oRedM71Aw. RECOMMENDED 13 ADJUST SEWER MANHOLE TO GRADE. s.n.aso O H 109°59 '38' 58 , 00 ' 111 , 35 ' 82 , 82 ' BENCH MARK NUMBER 10051 R.P.P. ` DORICH MviM,CA 92614 14 ADJUST WATER VALVES TO GRADE. I 21 ° 02 '22' 300 , 0 0 ' 1 1 0 , 16 , 55 . 71 ' ELEVATION : 1300.686 :949-251-0821 15 INSTALL STREET TREES PER SCHEDULE AND NOTES ON SHT. 2. J 35°48 '23' 1 12 , 0 0 ' 69 . 99 ' 36 , 18 / SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF DRAWN r S C M U l T 2 FAX; 949-251-0516 SHEET K 205°48 '23' 38 . 00 ' 136 . 50 ' 165 . 87 ' RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P N E R S E N'G 1 N E E R S S U R V E Y O R S 5 OF 6 16 REMOVE EXISTING WOOD BARRICADE, CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 L 8° 18 ' 17" 1 02 , 00 ' 14 , 78 ' 7 . 41 'j MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END CHECKED E NO 20596 DRAWING N0. 19 INSTALL W53 SIGN AND POST OR STREET LIGHT. DESCRIPTION OF REVISION DATE CITY �`-- APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE FILE NO I:\52526\IMPLANS\TR 16371\SIP05.dwg 10/13/03 PROJECT SHEET NO. 5 OF