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HomeMy WebLinkAbout1913 NORTH GENERAL NOTES A R R O W R O U T E 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA — w w w STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, > > > INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH ANDQ Q SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. STREET IMPROVEMENT PLANS AT t 5F RR Q 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, Q Q VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY z LIMITS IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, HELLMAN AVE. FROM 7TH ST. TO 700' N' LY REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO 1 Q Q ?TH 5T Q CUCAMONGA. PROJEGT� }w > bTH sT m 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECTS SHALL FAMILIARIZE HIMSELF WITH THE SITE SEVENTH ST. FROM STA. 43+06 TO HELLMAN AVENUE SITE z J AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR < _ � x INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THIS PLANS. \ w U 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING RANCHO PARK COURT > xly DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO F R W Y 10 Q CUCAMONGA EASEMENT RIGHT-OF-WAY. OUANTITIES 'o 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 SEVENTH STREET \ / 1�I ^ ENGINEERS AS NEEDED AT WARPED VERTICAL CURVES AREAS. Y I G I I�i I T Y A P ITEM D E SCR I P T I O N QTY. UNIT 6. ALL SEWER, WATER, ELECTRIC, GAS PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS N T 5 SHALL BE CONSTRUCTED PRIOR TO PAVING. CONSTRUCT 6" AC PAVEMENT ON 4" MIN. CAB 15,083 S.F. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL 2Q SAWCUT AND REMOVE PCC PAVEMENT 2,731 S.F. GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CONSTRUCT PCC CURB & GUTTER PER ABBREVIATIONS: CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY O3 CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104, TYPE A2-8 500 L.F. ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. CONSTRUCT PARTIAL PCC CROSS GUTTER & SPANDREL PER AB = AGGREGATE BASE ® CITY OF RANCHO CUCAMONGA STD. NO. 308 430 S.F. AC = ASPHALT PAVEMENT 8. AT THE COMPLETION OF PAVING, A MATERIAL REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION 135 INSTALL STREET TREES PER THE NOTES AND LEGEND HEREON SEE TABLE BW = BACK OF WALK OF ASPHALT PAVING. CB = CATCH BASIN © ADJUST WATER METERS AND WATER VALVES TO GRADE 6 E.A. SHEET INDEX MAP CF = CURB FACE 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY CLF = CHAIN LINK FENCE ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS 07 CONSTRUCT ACCESS RAMP PER DETAIL ON SHT. 2 OF 4 1 E.A. Sri T. NO. DE SCRIP 7 ON EG = EDGE OF GUTTER AND SAND EQUIVALENT OF AGGREGATE BASE. 1 TITLE SHEET EM = ELECTRIC METER ® CONSTRUCT 4 PCC SIDEWALK PER R.C. STD. NO. 103 1,815 S.F. EMH = ELECTRIC MANHOLE 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO SEVENTH STREET EP = EDGE OF PAVEMENT DETERMINE STRUCTURAL SECTIONS. 11 CONSTRUCT LARGE CAPACITY PARKWAY DRAIN OUTLET 3 E.A. 2 PLAN & PROFILE OF STREET IMPROVEMENTS EPB = ELECTRIC PULL BOX PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 107-C RANCHO PARK COURT 11. WHEN IMPROVEMENT ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, CONSTRUCT 24" CONCRETE CURB PER DETAIL ON SHT. 4 95 L '3 PLAN & PROFILE OF STREET IMPROVEMENTS EV = ELECTRIC VAULT THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE © L.F. HELLMAN AVENUE FF = FINISH FLOOR SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A CONST. COMMERCIAL PCC DRIVE APPROACH PER R.C. STD. NO. 101 4 PLAN & PROFILE OF STREET IMPROVEMENTS FG = FINISH GRADE QUALITY BETTER THAN THE NATIVE MATERIAL. © W " AS SHOWN ON PLAN, R = 11' 1 E.A. ' S {}v_L.Ly4{.1 TAVVF. SEj1el-ytN ST FH = FIRE FL = FLOW HLDRANT NE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOIL STERILANT REGISTERED BY ® CONSTRUCT ACCESS RAMP PER R.C. STD. NO. 102 1 E.A. I Pfr-�+N FS = FINISH SURFACE THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S 1® ADJUST SEWER MANHOLES TO GRADE 3 E.A. GB = GRADE BREAK RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. GM = GAS METER GP = GAS PIPE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE Q CONSTRUCT 6" AC BERM 220 L.F. HP = HIGH POINT DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES INV = INVERT ELEVATION BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LP = LOW POINT LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF LT = PARKING LOT LIGHT WORK. MP = METAL POST NG = NATURAL GROUND ELEVATION 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NO. 401 SHALL BE CONSTRUCTED AT OHW = OVERHEAD WIRE EACH INTERSECTION. PA = PLANTER 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE PW = PARKING METER POST PP = POWER POLE CORRECTION OF ERRORS AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE RANCHO PARK COURT PB = PULL BOX REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PCC = PORTLAND CEMENT CONCRETE 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, RCE = REGISTERED CIVIL ENGINEER ITEM D E SCR I P T O N QTY. UNIT THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. RW = RETAINING WALL 0 CONSTRUCT 6" AC PAVEMENT ON 4" MIN. CAB . 22,552 S.F. SB = SPLASH BOX 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. SDMH = STORM DRAIN MANHOLE CONSTRUCT PCC CURB & GUTTER PER O SMH = SEWER MANHOLE CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104, TYPE A2-8 987 L.F. SPH = SIGNAL PULL BOX PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: INSTALL STREET TREES PER THE NOTES AND LEGEND HEREON SEE TABLE ST. LT. = STREET LIGHT TC = TOP OF CURB © ADJUST WATER METERS AND WATER VALVES TO GRADE 4 E.A. TG = TOP OF GRATE ELEVATION SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 TEL.M.H. = TELEPHONE MANHOLE A MR. BOB STALLINGS ® CONSTRUCT 4 PCC SIDEWALK PER R.C. STD. NO. 103 3,669 S.F. TS = TRAFFIC SIGNAL FOR BASE LINE ROAD CONSTRUCTION TW = TOP OF WALL ® INSTALL STREET NAME SIGN PER R.C. STD. NO. 402 1 E.A. VB = ELECTRICAL VENTILATION BOX B VERIZON 1(800) CONSTRUCT LARGE CAPACITY PARKWAY DRAIN OUTLET 6 E.A.483-3000 WM = WATER METER 11 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 107-C WV = WATER VALVE SOUTHERN CALIFORNIA GAS COMPANY 1(800) 427-2200 RESIDENTIAL © CONST.ASHOWNON OI PCC PLAN,RR- (000.0) = EXISTING ELEVATION 000.0 = PROPOSED ELEVATION APPROACH PER R.C. STD. N0. 10 6 E11' .A. C 216 N. EUCLID AVENUE (1 800) ® E - - - - = ELECTRICAL 427-2000 COMMERCIAL ONTARIO, CA 91762 CONSTRUCT ACCESS RAMP PER R.C. STD. NO. 102 2 E.A. G - - - - = GAS CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 W - - - - = WATER D 10440 ASHFORD STREET 9 ADJUST SEWER MANHOLES TO GRADE 4 E.A. S - - - - = SEWER RANCHO CUCAMONGA, CA 91730 INSTALL 5800 LUMEN HPSV STREET LIGHT T - - - - = TELEPHONE METROPOLITAN WATER DISTRICT (909) 593-7474 (INSTALLED BY SCE, PAID AND COORDINATED BY THE DEVELOPER) 4 E.A. E 700 N. MORE-NO AVENUE LA VERNE, CA 917501� ATTACHED SIGN NO. R26 TO LIGHT POST 4 E.A. CONSTRUCT CROSS AND LONGITUDENAL GUTTER 770 S.F. QFESS/ F PACIFIC TELEPHONE COMPANY 1(800) 248-2800 PER CITY OF R.C. STD PLAN 106-A j RIES ON9l�� 1(800) 626-6299 u) �o Z PORTION F RED HILL w Q rr, G ADELPHIA c� o No. C 46119 m ( O ) * Z Exp. 12/31/06 CHARTER COMMUNICATION (909) 987-6275 11 6680 VIEW PARK COURT 9T CIV1\- RIVERSIDE, CA 92503 F OF C A�_�F 0 HELLMAN AVENUE PREPARED UNDER THE SUPERVISION OF STREET TREES NOTESITEM D E S C R I P T 1 0 N QTY. UNIT 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. lO CONSTRUCT 6" AC PAVEMENT ON 4" MIN. CAB 19,772 S.F. NADER J. QOBORSI, RCE 46119 EXP. 12/31/06 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE 20 SAWCUT AND REMOVE EXISTING PAVEMENT 10,450 S.F. FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. OO COONSTRUCTTY OF 12" PCC CURB & 4" GUTTERPLAN NO R104 598 L.F. GRAPHIC SCALE 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING O5 INSTALL STREET TREES PER THE NOTES AND LEGEND HEREON SEE TABLE EXISTING SURVEY MONUMENTATION 40 0 20 40 so 160 DIVISION. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF © 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENTS PLANS ONLY. ADJUST WATER METERS AND WATER VALVES TO GRADE 3 E.A. RECORD THAT COULD BE DISTURBED BY THESE PLANS AND ARE DESCRIBE AS FOLLOWS: - J ® CONSTRUCT 6.5' PCC SIDEWALK PER R.C. STD. NO. 103 4,000 S.F. ( IN FEET ) 1" I.P WITH TAG AT INTERSECTION OF HELLMAN AND SEVENTH 1 inch = 40 ft. REMOVE EX. POWER POLES AND UNDERGROUND UTILITIES PAID FOR AND COORDINATED BY DEVELOPER 2 E.A. 1" I.P. WITH TAG AT THE SOUTHWEST PROPERTY CORNER ® INSTALL STREET NAME SIGN PER R.C. STD. N0. 401-A 1 E.A. BENCH MARK 11 CONSTRUCT LARGE CAPACITY PARKWAY DRAIN OUTLET 2 E.A. I"GI' os u(/✓�� /�'(�/ 7402 CITY OF RANCHO CUCAMONGA - - - PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 107-C DATED SIGNATURE P.L.S FOUND SAN BERNANDINO COUNTY SURVEYOR'S DRIVE PIN WITH BRASS TAG © CONSTRUCT 24" CONCRETE CURB PER DETAIL ON SHT. 4582 L.F. PLAN AND PROFILE OF STREET IMPROVEMENTS ON TOP OF WEST SIDE CONCRETE FLOOD CONTROL DITCH WEST SIDE HELLMAN, 18' WEST OF CENTERLINE OF HELLMAN AVENUE, 26' NORTH OF © CONST.ACOMMERCIS SHOWN ON PLAN,DRIB 1 APPROACH PER R.C. STD. NO. 10 2 E.A. TRACT NO. 16398 CENTERLINE OF 8TH STREET, 39' SOUTH OF SOUTH RAIL OF MAIN LINE 1® ADJUST SEWER MANHOLES TO GRADE 4 E.A. TRACKS AND 3' BELOW TRACKS. HELLMAN AVENUE, SEVENTH STREET ELEVATION = 1096.248 ® NSTRUCT CUCAMONGA PCCSTDCURB NOUTTER TYPE PER CI FRANCA EDHOTO 12" CF 598 L.F. AND RANCHO PARK COURT INSTALL 9500 LUMEN HPSV STREET LIGHT 4E.A. APPROVE By.• ® (INSTALLED BY SCE, PAID AND COORDINATED BY THE DEVELOPER) % 9 ,' CITY ENGINEER1 bA TE DESIGN BY NJQ FORESIGHT ENGINEERING A'c- __ - _ — MIN. GROW CIVIL ENGINEERING & LAND SURVEYING STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY. 505 N. TUSTIN AVE. SUITE 284 DRAWN BY SANTA ANA CA 92705 SHEET NO. SEVENTH ST. CARLERYANA BRADFORD PEAR 3' 20' O.C. 15 GAL. 16 E.A. JLB TEL (714)542 1214 • FAX (714)542 0117 1 OF 5 RANCHO PARK TRIST/ANIOPSIS N.C.N. 3' 20' O.C. 15 GAL. 21 E.A. COURT LAURINA CHECKED BY _ 1_Z_03 DRWG. N0. HELLMAN AVE. LAGERSTOEMIA PINK FLOWERING 1 3' 20' O.C. 24" BOX 18 E.A. NJQ R.C.E. 46119 DA TE f q 13 J BENCH MARK CB-RET CB-RET FOUND SAN BERNANDINO COUNTY SURVEYOR'S DRIVE PIN WITH BRASS TAG 1080 L=48.85' L=48.85ON TOP OF WEST SIDE CONCRETE FLOOD CONTROL DITCH WEST SIDE low ON 18' WEST OF CENTERLINE OF HELLMAN AVENUE, 26' NORTH OF rx CENTERLINE OF 8TH STREET, 39' SOUTH OF SOUTH RAIL OF MAIN LINE J i - w � > 58' 1� i - TRACKS AND 3' BELOW TRACKS. f 1 1 + D - - r` + �: ELEVATION = 1096.248 _ d tL - -- i _ Il- • � : i ..� fir) ,r^ 1075 � I r � ' � � 1 � � � � , � �� �:�, �. _t,- ., �, :� � 1075 Z - , I { 1 I 1 - - - In 4 - } 11 r . - - E T ?, 4 1 I'I r 1 r cn r 1070 , 1070 : 1080 i � � , - # + , � - _ - - _ 1080 ; - t r-4 r X A D I P OFA. SA n z ^ , L{ + 1075 ; 1075 0.430 1 j o A t r , 1 V + 1 i • 1 - •�� 1070 ; i I 1070 + 1 1080 1080 O ; ; # - ; TOPI EX. 1 SCuRa t t I _ 1075 - 1075 , I t f - - - - r , 1070 i 1070 ; 4 1 , } PROFILE SCALE 4 4j I-loMr-ao' VERT• r-a' 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 �I N� O CURVE DATA 60' NO. R L T 33' 27' Ql 90'17'43" 31.00' 48.85' 31.16' I 11' 22' 22' 5' Q 89' 42'17" 31.00' 48.53' 30.84' z 1 Q 90' 5842" 35.00 55.58 36.60 ® 90' 30'31" 33.00 52.13 33.29 6" 4' 6.5' 4+ 0.33' 1/4" PER 1' 1 LEVEL LINE _ I P A --- I.I II 8 3 \\ CONST. A.C. OVER C.A.B. 2 EXIST. A.C. CURB AND GUTTER CONST. 8" CB & 24" GUTTER - - PER STD. DWG. NO. 104 - RANCHO PARK COURT HELLMAN A VENUE SECTM s�� STREET II l N.T.S. I I I I * 5' WIDE BETWEEN EASTERLY END OF DRIVEWAY a LOT 8 00 AT STA. 48+91 AND STA. 49+10.30 + Jt' I , ,°r° 5.5' WIDE BETWEEN EASTERLY END OF DRIVEWAY LOT 1 I I LOT 7 w M I 3 I I I AT STA. 48+91 AND STA. 49+10.30 N1 w ��I .1 � � II I SCALE 1' 40' o m I CY m I'`r- I n^I w 00 zz ECR 13+77.26' I I I ECR 0+53.27 ECR 0+52.73 I � w I I rl I t I o � 1111 - TYP t `�`'� 1 111 ,� �, 11 yP ,; 4 } $ I �h 1 + 1 EX. R-O-W W i 8 I I I� 5 rYP g o 0 0 8 5 7 �� _ 3 115 - ( - - - n� - - -------- ---------- - --- ----- ---- -_ - _- - - -- ----------moi - ---- ---------- -- -----�� - =-- - '� - 72.79 T 7 1 3.06 FL j I T "' N I _ EX. CURB & GUTTER ! 3.6 73.15 FL EX. EP r ffi - I 2.12 FL 1 3 72 94 FL ® 73.36FL �+ 3 I 1 74.0?TCi /�� 4 I L _ --j / I as � a � a� N 89'44'24" W T _ its a / as � � 71.95 TC SAW SUUT LtfVE 45+94.63 C L 7TH ST. IN z w 72.87 TC 2 0+00 RANCHO PARK COUR N EX. 8"0 WATER 2 73.71 TX ? a 71.01 FL EX. CURB & GUTTE - �_� \\ EX. CATCH BASIN - - - - - - - - - - - - - 74.08 TX - N N - - -�� - - - -- _ - - - - - - - - - - � � e EX. SWK-�� �_ - DWY_ i ` J� 0 LuW IXI EX. CURB & GUTTER (71.80)TC - � � Z m - - c- - _ - � - - - - I � > L - - � � � e � _ : 70.86 FL o R.O.W. HC RAMP I Q 03 \ I Z Q GRAPHIC SCALE U a' J m� N Q J J J TRACT NO. 1240 N Q J N Q J LLJ -j V) w f 0 20 ao eo 1B0 TRACT Z d rn Y V) L� (n U) Y U1 Y (n I 00 _ + c� + rte + o + o + o I I II L- 't m X n N� n Q X F-- X X F- i- Q X 00 Q X 00 �j --- - J 0_ w x w w X a w o w + + II ( IN FEET ) PROP. 8"0 WATER v o °° Of I II ,n II 1 inch = 40 ft. 00 X PROP. 8"0 VCP SEWER 0 0 0n PO0 N rn o I II I < ~ w SEVENTH STREET EXIST. 8"0 WATER o `n r-i 06 N N + uj U) II it II CITY OF RANCHO CUCAMONGA m 5' 8' S' 8' ( II C) I II PLAN AND PROFILE OF STREET IMPROVEMENTS ° ;I� PL I II W II SEVENTH STREET �M 3 PL 1 .14I I I 1 I I FROM STA. 42+06.00 TO HELLMAN AVENUE a ° TRACT NO. 16398 cn PROP. 5W ° �� I II I ° N ° oQRpFESSIO�,� APPROVED Y +Y > RAMP RA P ��F. ��R i ES PLANTER ° .33'�e ° # 8, ° ����' CI rY ENGINEER DATE I�1Pe� � w o No. C 46119 rm I N Y E RLD fJ ° * Z Exp. 12/31/06 * DES G B N JQ FORESIGHT ENGINEERING � CIVIL ENGINEERING & LAND SURVEYING _ _ PROP. CURB `P� �� 505 N. TUSTIN AVE. SUITE 284 9TH CIV1l DRAWN BYSANTA ANA CA 92705 SHEET N0. OF CA1-\F JLB TEL (714)542 1214 * FAX (714)542 0117 2 OF 5 ACCESS RAMP DETAIL r NOT TO SCALE CHECKED BYJ q^2-43 DRWG. NO. NJQ R.C.E. 46119 DATE /�/3 BENCH MARK FOUND SAN BERNANDINO COUNTY SURVEYOR'S DRIVE PIN WITH BRASS TAG Q ON TOP OF WEST SIDE CONCRETE FLOOD CONTROL DITCH WEST SIDE V) HELLMAN, 18' WEST OF CENTERLINE OF HELLMAN AVENUE, 26' NORTH OF m VC=183.26' CENTERLINE OF 8TH STREET, 39' SOUTH OF SOUTH RAIL OF MAIN LINE PIV STA=4+97.84 Q TRACKS AND 3' BELOW TRACKS. v PIV EL =81.46 K 91.63' w ON CB ELEVATION = 1096.248 m 00 N 't p 30.89' � 00 °N° _ Nr` 16w CqF Otd CURBtn Ln a, ; �'� o + o ¢ co + a� 0 00 1080Cs 1 1080 WEST © Q - rn + 06 t� —a 1 1 U : 1 J— + 1075 1 ►� I . —,—-� , « - 1075 __— _ r _ — — �X. } tr t13 1 ; Q 1 Q 1 1070 i ©; all" - - 1080 1080 CSL i Q � Q � � i _ 1075 _ 1075 _ - V =61.4 I 0+00 CL 7TH STREET ON CB N 73.57 - 1 1 M of ay C4 + oamo + 00 + ¢ � ; $ 1070 1070 « _ 1 ; r co _ -— 1080 EAST 0 , 100 i QW , _•- ; G j t 1075 —�-�--�— — � .l « , 1075 1 ; 1 1070 - 1070 } _ � � PROFILE SCALE - FK)RZ: r-4o' VERT r-4' 0+00 1+00 2+00 3+00 4+00 5+00 O CURVE DATA NO. R L T I SCALE 1' 40' 1 90'17'43" 31.00' 48.85' 31.16' I 2� 89' 42'17" 31.00' 48.53' 30.84' I 5 15 00'00 118.00' 30.89' 15.53' 31d I ® 210' 00'00" 50.00' 183.26' 186.60' I 1 22- 1 11 1 6'151 N LOT 1 m LOT 3 �, I � LOT 2 3 '� � I o Um UPO + N I U 1 N UX / 1 m 0) Z o 5 rYP o"cF Ll + LL ECR 4+58.53 0,n0 + w + 1 7T Co v \g14 g 5 TYP 11 " o ►I LOT 4 i 0 CF N 3 0"CF 5 1 • CF I I I O' CF 8 11 vm � 784.c T 3 ,� I I II 4 TC e"15 1 {I i GRAPHIC SCALE — -i — — ----- —J. � - --- — ----- - -(�1---- �E 1 F _ & 40 0 20 40 Bo 160 45+94.63 CA7TH ST. ~ r N 00'02 07" W 1 15 R' = 1.89% 1 4+97.84 MOC CB STA 1 0+00 RANCHO PARK COURT 1 cJ 73.21 EG 1 I 1 CO `� 1 I — _ 7 .77 FS 79.914 80.70 TC C/L DWY I r^ 4 I 784.08 T I M N { 3 7T 4 1 5 f J " 4+15.87 RP 8"CF\ 66' vJ o- I CF i� 78 T� ti. a 33' 33' \ ( IN FEET T ) I � I � � . I 1 . 1 • 8Cr 1 inch = 40 ft. Q I I • F f' 11' 22' 22' 11' 3 I TYP f f 0"CF ,O"CF 79.91 TC O"CF 4.5' 6.5 6.5' 4.5' w oo I I 14 1 PROP. 8"0 WAT 8 2 8 CF BCR 3+52.52 1 11 + I Q 5 TYP O"CF 6" 4' 1 " 4' I 6- PROP. L M PROP. 8"0 VCP S WER �' 1 Q 0"CF 1/4" PER 1' 1 0.17' 1/4- PER 1 11 '� 0"C W I N 1 m v> �� :•,.�... LEVEL ,.,.. v o m � m 11 1 PA �� PA 1 CITY OF RANCHO CUCAMONGA w 004 / N LOT 5 18 3 3 8 w I " m I 1 PLAN AND PROFILE OF STREET IMPROVEMENTS CONST. C do G PER CITY OF LOT 7 DoT s I RANCHO CUCAMONGA STD. NO. RQFESS/ RANCHO PARK COURT I I 302 WITH 8" CF & 24" GTR. ���e��R I ES �ql�, ��, TRACT NO. 16398 KCAL SE-:CTM RANCHO PARK PLACE w o No. C 46119 rz� N.T.S. � ZExp. 12/31/06 0 * APPROVED RANCHO PARK COURT \� CIVi� �� CITY ENGINEER DATE F OF CA1- F� DESIGN Br FORESIGHT ENGINEERING �EoMM � NJQ -LAND SURVEYING 505 N. TUSTIN AVE. SUITE 284 DRAWN BY SANTA ANA CA 92705 SHEET NO. JLB TEL (714)542 1214 * FAX (714)542 0117 3 OF 5 CHECKED BY Y l h4 J -0064— ?-2-0 3 DRWG. NO. NJQ R.C.E. 46119 DA TE /9/ 3 BENCH MARK FOUND SAN BERNANDINO COUNTY SURVEYOR'S DRIVE PIN WITH BRASS TAG ON TOP OF WEST SIDE CONCRETE FLOOD CONTROL DITCH WEST SIDE HELLMAN, 18' WEST OF CENTERLINE OF HELLMAN AVENUE, 26' NORTH OF CENTERLINE OF 8TH STREET, 39' SOUTH OF SOUTH RAIL OF MAIN LINE TRACKS AND 3' BELOW TRACKS. v rn ELEVATION = 1096.248 1085 1085 a i 1080 - - - - 1080 - * ; + # 0 It I t 1'*�47. E �7 # 1075 — - — _ 1 _ ! ; 1075 - - - 1070 - - --- - - 1080 - ; 1080 1 ' .l 1075 - 1 1075 �. - - j _ t tK. t - 1070 i # # 1070 1080 ' # ' ' - - 1080 , . >x _ - 1075 '� 1075 PROFILE SCALE - HoFIz: r-40' } vf�r: r,4' 1070 1 ' 1070 6- 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 # 4 BARS X14 REBAR AT 24" O.C. N E - 1:12 BATTER SIDEWALK O CURVE DATA GRADE LINE 0 .1 NO. D R L T ° Q 90' 32'50" 36.00' 56.89' 36.35' 04 ® 90' 30'31" 40.50' 63.98' 40.86 9" TWA N� ; - 24' PCC CURB j � NOT TO SCALE SEVENTH 7 SCALE 40' 88 N 44' 44' 3 + r:.•" _ I 12' 32' 32' 12' I 6.5' 5.5' � I 5' 7' W 4' SIDEWALK EASEMENT `' 4' SIDEWALK EASEMENT I SAWCUT 1 �1 _-- TO BE DEDICATED TO O BE DEDICATED TO PA ; 12'± LINE EX. 2.6' HT. Co i 1,� L 8 LOT 9 THE CITY OF RANCHO LOT 10 OT' 11 ;THE CITY OF RANCHO LOT 12 ''. 33' BLK. WALL Z 1 4 BCR 49+32.58 CUCAMONGA +CUCAMONGA r I LEVEL 11 LINE r1 > ki a J TYP TM r 5 T� 100 w m { L/1U1/1UL/ {l J 2 - 5 _ �� �u L 4 2 8 4 8 47 + o C14 8 :t,..., 1 "L'� ci I _ — — v I ; _ �� ` L °' w o 0 3 REMOVE EXIST. 2 EXIST. A.C. / — [{ - _ ^ _-.. 1 -- - 1 1 L J.{ - - _ # �� I I I EX. WALL TO REMAIN - c�c� 24" PCC CURB CURB & GTR. I - - - � - - CONST. 12" CB & 24" GUTTER — { o i4 - _ - ---_ ER STD. DWG. N0. 104 MODIFIED TO 12 CF 3 �� 1 + � I I ► r I ! P _ _ J _ >� .� <�.�-1�,_-�.�s.......�_ -- � _a .������e-���-g� � _�,��..� _-�.Z d �. �-.z - _,r--,� ..�>� ..�� I .� _� `.� LINE OF SIGHT TYPAL BION �- LINE OF SIGHT 1 1 } 2 1 1 1 I HELLMAN AVENUE '°o - - + - - { I 1 N00'14'55"W - - _ - 4- 1'4 - ft3 a0 '� sl � 16 A t l T is X 1 20 N.T.S. 1 I I Li -C14 4, — — — — — — — I v~i Q — — — — 6 — — — — — — — r7 - — — — — — — — — — — — — — 6 — — g—Ex_s"0 STL WATER-�� g — — — — — — — — — — — — 75.76 TC 78.40 TC EXIST. CURB & GUTTER 1.86)TC i / - — — — � =Z - _ 73.98 TC — - — _—_— — — — ( �— 1� o= EXIST. 3' HT. --0--W o— oQRpFESS/0�,9 Li Ej- �4 CITY OF RANCHO CUCAMONGA 1 0'n BILK CON. WALL �. R I ES c° PROP. 6"0 PROP. 6"0 v JF t< 1 ( o++ I I I J WATER ; Q J WATER a J LL m Q r Z PLAN AND PROFILE OF STREET IMPROVEMENTS II I Lo II 1Y rnY 0- woNo. C46119 � m IS N �I w W r a W W w w * -Exp. 12/31/06 HELLMAN AVENUE �91F cIv1� o��` 7TH ST. TO ± 700 N LY HELLMAN A V E PROP. 8"0 VCP SEWER OF CAO TRACT NO. 16398 II I II APPROVED BY.• II ( II EXIST. 6"0 STL WATER Cl TY ENGINEER DATE PROP. 6"0 WATER GRAPHIC SCALE DESIGN BY NJQ FORESIGHT ENGINEERING �E R.EZOrx CIVIL ENGINEERING & LAND SURVEYING 40 0 20 40 80 160 505 N. TUSTIN AVE. SUITE 284 DRAWN BY SANTA ANA CA 92705 SHEET NO. J JLB TEL (714)542 1214 " FAX (714)542 0117 4 OF 5 ( IN FEET ) YW J I-Z-O3 DRWG. NO. CHECKED BY /9/3 1 inch = 40 ft. NJQ R.C.E. 46119 DATE