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Home My WebLink About1805 BENCHMARK NO. 10044: GENERAL NOTES FD. DRNE PIN WITH COUNTY SURVEYOR TAG IN CONCRETE STREET IMPROVEMENT PLAN CURB ON NORTHERLY SIDE OF FOOTHILL BOULEVARD AT THE NOTHERLY PRODUCTION OF CENTERLINE OF BAKER AVE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD 200 FOOT EAST OF CENTERLINE OF SOUTHERN PACIFIC SPECIFICATIONS. ALL WORK WITHIN THE STATE'S RIGHT OF WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE CALTRANS FOR RAILROAD TRACKS OVER FOOTHILL BOULEVARD STANDARD PLANS AND SPECIFICATIONS AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. ELEV. 377.249 1987 ADI. 1976 2.ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN FOOTHILL BOULEVARD ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 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. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT AND CALTRANS PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY OR STATE HIGHWAY. 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 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CONSTRUCTION CENTERLNE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED I AT NO COST TO THE CITY OF 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. 18.197 m 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS 14.200m 3.997m--� PROJECT SITE COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. �`� FOOTHILL BOULEVARD I VARIES 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS PROPOSED 200mm CURB AND GUTTER SEE PLAN COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. W 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. SECTION -- ---_ _ E WALK z Z z z INDICATED ON PLAN IS SUBJECT To CHANGE. EXISTING GROUND S_ -6� VAR1Eg6X 2x 300mmARROW ROUTE Q Q __- 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OR 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 1 QUALITY BETTER THAN THE NATIVE MATERIAL. SAWCUT AND REMOVE 0.3 m EXIST PAVEMENT ALONG 9 th O 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL JOIN LINE FOR ENTIRE LENGTH OF PAVEMENT BEING JOINED. BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING th STREET 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN 100mm AC/ 300mm AB 8 DETERMINAT10N OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BUY THESE PLANS WHICH IS NOT SPECIFICALLY I LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. UPLAND 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 6 th STREET N.T.S DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. TYPICAL SECTION W Cl 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE STA 16+94 TO 18+40 - �O CLEANED UPON REQUEST OF THE INSPECTOR. NO SCALE 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 18. CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND SUBMIT IT FOR APPROVAL BEFORE COMMENCING WORK. TRAFFIC SHALL BE MAINTAINED C' IN ACCORDANCE WITH SECTIONS 7-1.08 do 7-1.09 AND/OR 86-1.05 do 86-1.06 OF THE STATE STANDARD SPECIFICATIONS. THE TRAFFIC CONTROL SYSTEM RANCHO CUCAMONGAy� SHALL CONSIST OF CLOSING TRAFFIC LANES AND/ OR SHOULDERS IN ACCORDANCE WITH THE DETAILS SHOWN ON ON CALTRANS STD PLAN T-11. ALL TRAFFIC CONTROLS USED FOR THE TRAFFIC CONTROL SYSTEM SHALL CONFORM TO CALTRANS TRAFFIC MANUAL CHAPTER 5 "MANUAL OF TRAFFIC 15.240 m - CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES". EXISTING GROUND � 19. ALL NEW STRIPING SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. THE PERMITTEE SHALL BE RESPONSIBLE FOR REMOVAL OF ANY CONFLICTING --- 10.0 m i VICINITY MAP TRAFFIC STRIPES AND PAVEMENT MARKINGS DURING THE LIFETIME OF THE PERMIT. ALL CONFLICTING TRAFFIC STRIPES AND PAVEMENT MARKERS REMOVED - _ NO SCALE SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER PRIOR TO COMPLETING THE PERMIT. 20. WHENEVER WORK IS PERFORMED WITHIN 6' OF A TRAFFIC LANE, THE LANE SHALL BE CLOSED ( EXCEPT THE WORK OF INSTALLING, MAINTAINING AND - Tp S REMOVING TRAFFIC CONTROL DEVICES). -- _------ 21 ANY REMOVAL OF EXISTING STATE FACILITIES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER PRIOR TO COMPLETING THIS PERMIT. Zx SAWCUT AND REMOVE 22 ANY SAWCUTS PROPOSED INTO THE STATE HIGHWAY PAVEMENT SHALL BE PERPENDICULAR AND/ OR PARALLEL TO THE STATE HIGHWAY CENTERLINE. 12" EXIST PAVEMENT THE SAWCUTS SHALL BE ON A LANE LINE OR NOT LESS THAN 0.61m FROM THE EDGE OF THE EXISTING PAVEMENT. AT JOIN LINE A. VERIZON 1-800-483-3000 I AC/ AB- B. RES. B. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 � 216 N. EUCLID AVENUE 1-800-427-2000 COMM. VARIES 0 m ONTARIO CA 91762 TO 3.6 m C. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA CA 91730 D . CHARTER COMMUNICATIONS 10808 FOOTHILL BLVD. #120 (909) 987-6275 RANCHSTUART KING AMONGA (9 09) 3403-5165909) 880-0222 CONSTRUCTION NOTES FOR STREET TREES: TYPICAL SECTION CONSTRUCTION NOTES AND ESTIMATED QUANTITIES 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS 16+25 TO 16+94 NO SCALE 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 10 CONSTRUCT 100mm AC OVER 300mm AB 845 sm 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING O2 CONSTRUCT CURB AND GUTTER A2-200 PER CALTRANS STD PLAN A87 107 m DIVISION 30 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1 5 EA 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY ® CONSTRUCT 90 mm THICK CONC SIDEWALK, 1.5 m WIDE 261 sm SYMBOL STREET NAME BOTANICAL NAME COMMON NAME MIN GROW SPACING SIZE QUANTITY SPACE O5 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88, CASE E 2 EA R FOOTHILL RHUS LANCEA AFRICAN SUMAC 5 ft 15 GAL 5 EA 6 CONSTRUCT 5 m WIDE DRIVEWAY PER CALTRANS STD PLAN A87 CASE B 1 EA O �- O BLVD 1.5m � � e f r►c O7 INSTALL 16,000 LUMEN STREET LIGHT 2 EA No DESCRIPTION OF REVISION DATE CITY APPROVED INFORMAL GROUPINGS IN R.O.W. ® REPLACE MANHOLE TYPE OCP WITH CONCRETE MANHOLE PER APWA STD PLAN 321-1 2 EA AND BEYOND. NOT TO EXCEED 25% 19m OF FRONTAGE TREES CITY OF RANCHO CUCAMONGA ® INSTALL TYPE I GUARD RAIL PER CALTRANS STD PLAN A77D. 0 REMOVE EXIST AC ACCESS ROAD AND REPLACE TO NEW GRADE WITH 66sm PLAN AND PROFILE O SCALE IS IN MILLIMETERS 100mm AC OVER 200mm AB STREET IMPROVEMENT PLAN 11 RELOCATE GATE 10m SOUTHERLY. 1 LS FOOTHILL BOUMV/ARD TRACT 15540 FROM 372 m EAST OF BAKER AVE TO CUCAMONGA CREEK CHANNEL SEAL APPROVED BY DATE QRpF ss pN CITY ENGINEER RCE N0. 24953 �S l H I E4 DESIGN THIELMAIVN ENGINEERS RECO Elf D JTT 221 S. GLASSELL STREET NO 25742 ORANGE CA 92866 Exp 12-31-2005 DRAWN (714) 744-9700 SHEET t rr S.Z 1 OF 4 CIVIC- CHECKED 6 CE NO. 25742 DRA NG NO. CAL 03/28/01 1015- BENCHMARK NO. 10044: 0 ^ $ ^ 8 —, _..._ $ r _ _ __ $ __ _ _ __ $ ^ _ 3�$ FD. DRNE PIN WITH COUNTY SURVEYOR TAG IN CONCRETE o oQ_.. __ --.__ ._.___,_.� o __._____��_ __ 0 0 o O N _ ._.._ -_. ,__ CURB ON NORTHERLY SIDE OF FOOTHILL BOULEVARD AT ^ wi 00 0 ^ $ 00 o0 o N 00 + + o+ ^ + ,: + + THE NOTHERLY PRODUCTION OF CENTERLINE OF BAKER AVE ci n n 000 + ►� �` ^ r i °D ,nom 0D ►%i °D ,;� a+o n + 0 200 FOOT EAST OF CENTERLINE OF SOUTHERN PACIFIC N �' + td ►° "v `� �-v 0D i RAILROAD TRACKS OVER FOOTHILL BOULEVARD + n M u nc0 t0 u -377 --------------- a- ---_-_--= ._. _._v- . . 377 ---- ELEV. 377.249m 1987 ADS/. 1976 EX (AD AT CL 376 ___----_w____..-_----__ _ _________________ _ - D 00 TOP OF FUTURE CURB n m z c0 00 In QD ,�^ o o ° OD Go TOP OF 200 m CURBcR + o N N O IA $ ^Oi E i j to ap Z t o to — — OD - Cj � + 1 ._ � t0 n -- -- -- - - ---- -- M --- - _ -00 + — - —. _ < __._ __.__.____ _ T _ - ------- n - ---- O t0 + M -- �is E)QSTMG EDGE OF PA + cO + (6 - U 0.40X n tOli n � nn r- M 070X ^ •.^ --- v 376 --------------------- \t \ F ^ _ oO � x -0.40 ---------------------- 0 � o a0II I1 O �N vN O O tD oN O N 00 00 _ � �----__-- ----- --0 0 ^ o � , �=------, � nn utM0 376 0 , t 0 �+ 10tU U ad + + ap n r-- 0) \ U nN O 0) 10 04 _ an if) {L U+ - _ I 1 `° to U E E EXISTI G EDGE 0 00 I I a °i n N E E ALN I i i BRIDGE N _ 00 O n ~ ~ I I N N r7 H O n, n n t0 t0 N M I-------1 - - - /7 n M M n tO M n M 9.656 OC 9.656 n OC 16+00 17+00 18+00 19+00 LAJ -i < U U Z a t U t, z o FUTURE ROW ! X I EXISTING ROW -; L' '�-'.. EXISTING CURB AND GUTTER U EXISTING ROW r' — — ---------- ---- ---- -- — • + - __- --- ---------- -__-- - -7 v- TING MEDIAN CURB S M - -C � _-` _� 3"G _ CONSTRUCEXISTING TION CENTER TER- - - - - - - - - - - - - - - - 3"G - - s _ --� � - - I �— LINE r - -, �� EXIST GUARD RAIL 89'ST59' W � TO REMAIN I •.-- 1 - �- 18+25 —18+00 ® 18+75 19+00 19+25 19+50 __.-_ - .-.---- --------- - 17+75 SAWCUT MIN .3m 0D STING EP N 89'58'6* W 1 ,-- FROM EXIST EP-, -T1'P 17+50 _�- '-" D 8 ---------- P i 5 , - - - - N v - / ROW 7'ROW 7 + U W g 2 - Y '/FUTURE ROW �--- 2 0 N s > ' ---- �� ROWis + w A: T I 1 1 —---- 2 �� 11 / Q B 1400 N_ 4 nj� ' U \ r / 3 TYP / k15 i', fr v 0D � 3 O U \ n � y c� z M � � ��' � F W FOOTHILL BOULEVARD o N Q to M v to J Jr N � n + QM + t0 DO � � m °DN 0 O �p D W U °D IO*1 .01oll p INDICATES STREET TREE TO BE INSTALLED PER NOTES ON SHEET 1. / Nbx EP 1 N SEE STREET IMPROVEMENT / PLANS FOR TRACT 15540 CONSTRUCTION NOTES CURVE TABLE / FOR CONTINUATION / O CITY to 1 R DRAWING NO # A R L T c a E'� NO DESCRIPTION OF REVISION DATE APPROVED CONSTRUCT 100mm AC OVER 300mm AB A 14 04 '45' 401 . 048rn 98 . 549x1 49. 524m x / / 51 'S1 '25' 1 0 . 668rn 9 . 656x1 5. 187x► CONSTRUCT CURB AND GUTTER A2-200 PER CALTRANS STD PLAN A87 C 01 '23 '57' 443 . 002x1 10 . 817x1 5 , 410x1 CITY OF RANCHO CUCAMONGA D 14' 04 '45' 386 . 849x1 95 . 058x1 47 , 771 m / NR 30 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1 PLM MD PR� E CONSTRUCT 90 mm THICK CONC SIDEWALK 1.5 m WIDE FOOTHILL BOULEVARD x� / ,� / S 5 CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88, CASE E TRACT 15540 /i �� f etr1C N m WI DRIVEWAY R CALTRANS PAN A87 CA FROM 372 m EAST OF BAKER AVE / � � © CONSTRUCT5 DED VEW PE C LTR S STD L SE B TO CUCAMONGA CREEK CHANNEL / / U N 70 INSTALL 16,000 LUMEN STREET LIGHT SEAL APPROVED BY DATE '11Z ® REPLACE STORM DRAIN MANHOLE TYPE OCP WITH CONCRETE MANHOLE PER APWA STD PLAN 321-1 �^ L R� ssr CITY ENGINEER �U� cak,. RCE N0. 24953 FOR REDUCED PLANS ORIGINAL 9 INSTALL TYPE I GUARD RAIL PER CALTRANS STD PLAN A77D. S IHIE4M DESIGN JTT THIELMANN ENGINEERS RE c Eo SCALE IS IN METERS O �,�' 9y z � 2 221 S. GLASSELL STREET 10 REMOVE EXIST AC ACCESS ROAD AND REPLACE TO NEW GRADE WITH NO 25742 ORANGE CA 92866 i 10 f0 30 40 100mm AC OVER 200mm AB. Exp 12-31-2003 DRAWN S.Z. (714) 744-9700 SHEET I I 1 I * • 2oF4 O1 RELOCATE GATE 10m SOUTHERLY. la"644'_RCE SCALE: 1:500 CIVIC- NO. 25742CHECKEDDRAWING N0. CAL A7E 03/28/01 -FILE NO � �d STR ,,. ROV PROJECT SITE,. _--�,r - - Fi7OTi-HiLL AVENUE P-l%,,A- Cm'Ll z ■ 55A10 ARROW < n Q HIGHWAY Q SHEET INDEX thSHEET NO, DESCRIPTION �o � ` I 1 TITLE SHEET 1laACT 80<1tM1VARY 2 STREET IMPROVEMENTS HIGHRIDGE PLACE 8 th STREET 3 STREET IMPROVEMENTS HIGHRIDGE PLACE ------ 4 STREET IMPROVEMENTS HIGHRIDGE PLACE 72 s 71 70 N 62 1 \ 60 l 59 52 51 50 0 45 44 43 42 41 40 39 38 37 36 36 34 33 32 27 26 25 24 19 18 17 16 12 11 10 9 8 711 6 5 4 3 2 1 \ FOOTHILL BLVD 5 STREET IMPROVEMENTS GRAND OAKS COURT & SIERRA VIEW COURT IEROVEMENTs PER 6 STREET IMPROVEMENTS CEDAR POiNT COURT & BOULDER COURT UPLAND SEPARATE PLAN 7 STREET IMPROVEMENTS WOODWARD COURT, FOXHILL COURT & SPRiNGSIDE COURT N.T.S Q 6a 63 48 46 31 23 Za 13 15 �- I 1 8 STREET IMPROVEMENTS TiM13ERWOOD COURT, PiNEVIEW COURT & FAIROAKS COURT 6 th STREET 73 53 9 STREET IMPROVEMENTS RISINGHILL COURT o_ 1104 _ 138 130 t - - 10 DETAILS & '^ 74 67 64 57 47 V 103 113 !�� 22 21 14 149 159 105 137 140 147 ` S x 75 N 65 56 55 � !■ 102 112 114 106 � � �' 150 158 i wry I - --- 1 111 u 135 146 W 15 157 I - - % lot _ - -- - u1 I 6" THICK RANCHO CUCAMONGAtiF TRANSITION, I 93 84 91 92 LOf w � ,� t56 , DRIVEWAY R/W � 109 110 115 116 11 11a 119 120F,2, 122 123 124 125 125 1 128 129 130 131 , TYPE W APPROACH 75 107 106 _ 132 133 134 135 156 . f - - VICINITY MAP '� 143 144 146 _ , , as � 93 � Tao ------------ 152 1 97 ---- ------------ -- ----------- CHANNEL ------------------------L--------- - - - 1 I I I o P NO SCALE _ _ n ° 3��1 4 3' I 1 ' N GENERAL CONSTRUCTION NOTES INDEX MAP N - -o N , 1. ALL WORK Si•NLL BE DONE M ACCORDANCE WITH THESE PIANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS AND 'M 79 80 _ 'J' SCALE 1'=150' = I n I THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION - R W R/W I I ° I ROLLED CURB AT DRIVEWAY I BACK OF ROLLED ----- ,•-- ' ' / 39' MIN - 78' MAX / ( ° ° i I - - 2. ALL PfPELMNEs OR SUBSTRUCTURES OF ANY HUD, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, I 8.3% 8.3%" ETC. SHOWN OR NOT SHOWN ON THESE PUNS WITHIN THE RIGHT OF WAY LINTS OR IN ADJACENT AREAS WHERE I I PER DETAIL SHEET 1 r CURB IMPROVEMENT WOW iS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REOURED 12n CL CROWN LINE 12" I I AT NO COST TO THE CITY OF RANCHO CUCAMONGA. Cf 18'MIN 18'MIN 3• ANY CONTRACT°R PERFORMING WORK ON THS PROJECT SHALL FAMLIAME HIMSELF WITH THE SITE AND SHALL BE SOLELY CONSTRUCTION NOTES AND ESTIMATED QUANTITIES 1 38' MAX 8' 38'MIN 1 I�,F FACILITIES°�E S RESULTING DIRECTLY OR INDIRECTLY FROM HS OPERATIONS, WHETHER 1 I SHM ON THESE KANS. ROLLED CURB PER STD. 105-A WORKS, ENGINEERING DEPARTMENT AND SHALL.. RMIT L BE OBTAINED FROM THE CRY OF RANCHO CUCAMONGA PUBLIC 1 CONSTRUCT 3 AC OVER AB_______________________190,000 SF 4 A PE - - - 1.7%MIN - 4%MAX -1_7� - - DRIVEWAY APPROACH NOTES CALMA14S PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT 'i" CONSTRUCT DRIVE APPROACH PER DETAIL SHEET 1--------------- 10,700 SF 1. SEE SCHEDULE ON SHEET 9 FOR WIDTH 'W AND DRiVEIMAY STATIONS. OF WAY OR STATE HIGHWAY._:_�..--. "moi - _-___•-a._.:.w _ 2. CONSTRUCT DEPRESSED CURB ONLY WHERE NO SIDEWALK IS SPECIFIED. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER PAVING STAKES SHALL BE SET AT ALL HINGE QQ CONSTRUCT DRiVE APPROACH PER CITY STD PLAN 101, TYPE C--------- 900 SF POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT © 6 DRIVEWAY APPROACH INTERVALS. AIOOMM4L PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE ® CONSTRUCT ACCESS RAMP PER DETAIL SHEET 1---------------- 2,600 SF TYPICAL SECTION-RISINGHILL CT., FAIROAKS, TIMBERWOOD, SPRINGSIDE CT., FOXHILL CT. & CEDAR POINT CT. WEST(PRNATE STREET) No SCALE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER LITMY LATERALS, MAINS, OR CROSSINGS SHW.L BE CONSTRUCTED Q CONSTRUCT SIDEWALK PER CITY STD PLAN 103 ________________ 16,600 SF (SEE AT RIGHT FOR SECTIONS IN CUL-DE-SAC) PRiOR TO PAVING. - © NO SCALE R/W R/W 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BIACKFILL, COMPACTING ORiGM GROUND AND ALL CONSTRUCT ROLLED CURB PER CITY STANDARD PLAN 105-A___________ 9,600 LF T.I.=5.0 78' SUB-GRADES SHALL BE PERFORMED AT NO Cosy To THE CiTY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE 0 CONSTRUCT CURB AND GUTTER TYPE A2-6 PER CITY STD PLAN 104------- 800 LFI.. COMPACTION FCOMPACTION TESTS SHALL BE SUB V TED TO THE CITY ENGINEER FOR APPROVAL PRiOR To THE PLACEMENT OF / / R W R/W 1 76' 12„ BASE MATERIALS AND/OR SURFACING. ® CONSTRUCT CURB TYPE Al-6 PER CITY STD PLAN 104------------- 1,280 LF 38' MIN - 78'MAX 28' 20" 28' 8. AT THE COMPLETION OF PAVING, A MATERI14S REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS Q CONSTRUCT CROSS GUTTER PER CiTY STD PLAN 106-ACL I OR OEIERMIVATiONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 13,200 SF 1 12" CL I 12' 2,. LIP 10' 10' � LIP 9. PRiOR TO INSTALLATION OF ANT' PAVING, A WTERUCL.S REPORT' SHALL BE SUEIMR7ED TO, THE CiTY ENGINEER. LISTING ALL 10 INSTALL CURBSIDE DRAiN OUTLET PER STD PLAN 107-B -___________ 2 EA -i TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. I 11 INSTALL STREET NAME SIGN PER CITY STD PLAN 401-A ------------ 16 SF 1 18'M I N 18'M I N I 1.7% 2% 1.79 10. PAVING SHA L BE PERFORMED IN ACCORDANCE WITH R-VALUE Alta PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL 38' MAX 38'MAX 1 SECTIONS. 03' - -- - ' -' '" T7 77 12 INSTALL STOP SIGN PER CITY STD PLAN 401-B ---------------- 2 SF FS AT CL 0. 1 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OR A ROCKY WTERIAL THE SUB-GRADE BELOW TC SHWL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SLAB-GRADE AND ALL VOIDS OR DEPRESSIONS CONSTRUCT SPECUAL CROSS GUTTER (STEEP GRADES) PER____________ 1200 SF - - - 1.7 0 - - - -- - - - - - 1=7-10 - - 2 2 SHALL BE FILLED WiTH A FiNE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL_ CiTY OF RANCHO CUCAMONGA STD PLAN No. 106-8 - 14 CONSTRUCT GUTTER PER SECTION D-D OF CITY STD. ------------- 600 SF _ 12. IF THE ASPHALT CONCRETE iS TO BE PLACED ON SUB-GRADE; A SOILS STERILANT REC157 D BY THE EPA FOR USE PLAN 106-A, MODIFIED FOR 4' WIDTH TYPICAL SECTION IN CUL-0E-SAC UMDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL © 15 6 NO SCALE PAVEMENT WIDTH PRIOR TO PAVING INSTALL 5800 LUMEN STREET LIGHT. SEE GENERAL NOTE 19.• ---------- 49 EA TI.-5.0 16 INSTALL 9500 LUMEN STREET LIGHT ____________________ 1 EA TYPICAL SECTION-PiNEVIEW CT., WOODWARD CT., BOULDER CT., CEDAR POINT EAST, GRAND OAKS CT. & SIERRA ViEW CT. (PRIVATE . STREET) - 13. E5TWTE OF QIAANTTTiES iS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HiS OWN DETERMINATION OF CONSTRUCTION QLIANTITiES BEFORE SUBMITTING A BD. ANY ITEM OF 17 ADJUST MANHOLE TO GRADE________________________ 27 EA (SEE AT RIGHT FOR SECTIONS IN CUL-DE-SAC) WORK REQUIRED BUY THESE PLANS WHiCH iS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE NO SCALE CONSIDERED AS INCLUDED IN THE OTHER BEMs OF WORK. 18 INSTALL CURBSIDE DRAIN OUTLET PER STD PLAN 107-A------------ 1 EA T.I.=5.0 3'-G' 14. STREET SIGNS PER MY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SFWL BE CONSTRUCTED AT EACH 19 ADJUST VALVE COVERS TO GRADE --------------------- 28 EA INTERSECTION. © 15. CiTY APPROVAL OF PLANS L10ES NOT RELIEVE THE DEVELOPER FROM RESPONSHBLTIY FOR THE ACTION OF ERROR O CONNECT (PER PRECISE GRADING PLAN) TO [TACK OF CB _----------_ 1 EA R/W 46' R W 4' AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST' THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY 21 CONSTRUCT WOOD BARRICADE PER CITY STD 131-A -------------- 1 E �•A VAR HEIGHT RErMrtNc 1-1 12' CURB SUBMITTED To THE CITY ENGINEER FOR APPROVAL. © CONSTRUCT DRAIN UNE CURB OUTLET PER DETAIL SHEET 1 ----------- 1 EA 5' S' I ( CURB (O'-6') UNE 3/4' UP 3/8' UP C 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A HEAL CLEW, INWARD FREE, ORDERLY STATE, THROUGHOUT L BACK OF ROLLED A1RB CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. *STREET LIGHTS ON HIGHRIDGE PLACE SHALL HAVE 8' MAST ARMS 1 4' 18' 18' :, ��' ` .. 17. CONTACT ALL UTILITY COAMPAiVIES•°�MtEA7UiRED, 48 HOURS PRIOR TO IXCAVAii'ON. PROVIDED ARE THE FOLLOWING: 1 FS AT CL 0.03' 4 I �.,� - . e g'_< 7.5 1 2JL;� v - - _� 18. SEE SCHEDULE ON SHEET 9 FOR CONSTRUCTION NOTES FOR STREET TREES. BELOW rc �R16'C1{'I Y aitOtvs. 1. ALL INTERIOR STREET TREES ARE TO BE PLANTED PER THE LANDSCAPE ARCHITECTS PLANS. - - - 1.7% - -- - - - 1-7% - - VAR HEIGHT �� 1„ 19. STREET LIGHTS TO BE PUKED 18 INCHES BEHIND CURB FACE EXCEPT ALONG HIGHRIDGE PUCE WHERE STREET LOITS -�`--- - - - - - -� SHALL BE BEHIND WALK AND HAVE 8 MAA ARMS SECTION A-A A. GENERAL TELEPHroINE 1-800-483-3000 5 5 6 6 O NO SCALE NOTE: COMPLY WITH THE NOTES ON SATANDARD PLAN 105-A B. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. (ROLLED CURB) 216 N. EUCLID AVENUE 1-800-427-2000 COMM. TYPICAL SECTION - HIGHRIDGE PLACE (PRIVATE STREET)* 1/4' 3/4' ROLLED CURB AT DRIVEWAY ONTARIO CA 91762 MIN DLA 4.5•MHOLE NO SCALE : SOME SECTIONS REQUIRE CURB NO SCALE C.CUGIMONGA COUNTY WATER DISTRICT (909) 987-2591 wV R CORED DRILLED T.I.=6.0 TYPE A2-6. SEE SECTION BELOW 9641 SAN BERNaRallo ROAD SrPLAN IN CURB I ,- RANCHO CUCAMONGA CA 91730 SIDEWALK I d a •- :s EC HARTER COMMUNICATiONS R W 46' R 10908 FOOTHILL BLVD. 1120 (909) 987-6275 SEE PRECISE GRADING PLAN GROOVING - DETAIL RR4 Ho� CA 91730 (909) 890-0222 (909) 34,3-5165 FOR CONTINUATION 5' S' NO SCALE L STREET NAME SIGN 4' 18' 18' (OBSTRUCTION) 4' CAST IRON o s=0.024' 1 F5 AT CL 0.03' I 6' BACK OF ROLLED CURB BELOW TC MIN � CHRNroEO STA2EET SEcTIo� To 9'�Ac/yJI/\(3 �zt•o � I - - - - 1 7%' - - - -- �1-79' - - REJHr�o�Ia. sOAMTTTEv r� Y CITY - - - - - CURB LINE .• . .--;� ,_-;:1'�-__ : > � . ,� _ -� i _ j-7-e L DESCRIPTION OF REVISION DATE APPROVED 5 �O - - - UNDERGROUND SERVICE ALERT CITY OF RANCH DRAIN LINE CURB OUTLET O 7 7 _ - - - 2 5' F E y CALL TOLL FREE 0 CUCAMONGA NO SCALE (CURB TYPE A2-6)STA: 10+45.85 TO 15+58.59, 21+40.27 TO 22+87.64 & 35+47.47 TO 37+18.66- - _ - - _ _ 1-800 PLM AND PROFILE TYPICAL SECTION - HIGHRIDGE PLACE (PRIVATE STREET) 227-2600 33% STREET IMPROVEMENT PLAN TWO WORKING DAYS SAFETY RESPONSIBILITY NO SCALE � - _ .. _ �_ �` � -�y __ TRACT 15540 CONTRACTOR AGREES THAT HE %ALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE T.I.=fi.O h �� N CONDI110NS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS - °- R/W SEAL HIGHRIDGE PLACE AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ° ' P 4 2 WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE 4, ?s 2 SIDEWALK POPOUT ONLY NEEDED FROM ARROW ROUTE TO FOOTHILL BLVD ENGINEER HARMLESS FROM MY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 12' 6" S APPROVED BY - D A TE - PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 6' CURB s�- GROOVING, SEE DETAIL HEREON IF STREET NAME SIGN IS ADJACENT RA H I- 1� 24x53 OF THE OWNER OR THE ENGINEER. ` I S LM CITY ENGINEER RCE N0. EXISTING UNDERGROUND STRUCTURES ROLLED CURB FACE OF BACK OF ROLLED CURB I ` ' 9 V_ y � X22 DESIGN JTf RE MENDED � NO 25742 ZTIF_HIELMAN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND LJTiLIiIES OR STRUCTURES SHOWN IN THESE PUNS _ - ACCESS RAMP Exp 12-31-2005 N G I N E E R S ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO ��'�. 6„ HIGH RETAINING CURB * * DRAWN S.Z. SHEET EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PUNS. THE CONTRACTOR iS REQUIRED TO TAKE ALL �, pQ SECTION B--B NO SCALE Q 221 S GCASSELL ST ORANGE, CA 92866 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOTQQ` CIVIC- (714) 744-9700 FAX (714) 744-9312 OF 10 SHOWN ON THESE PLANS, AND iS RESPONSIBLE FOR THE PRO- NO SCALE BACK OF ROLLED CURB cF TECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHAT CALL DIGALERT CURB LINE CHECKED f RCE NO. 25742 DRAWING NO AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. 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I 1 1 ; j i j I 1 10 11 12 13 14 15 16 17 1 18 42 19 0 20 cuRVE TABLE I 43 {\ � 8 1 n 1 40 + 39 a 2'44 '38' 7828 0 0 ' 37,45 ' 18.73 ' . 1 1 44 I 8 g W O i ! 5' 14' 6' 5' S' 14' 6' 5' 1 i 1 i o p 12 p d 12;! Ap ie %� f-- �ce o�� \ "�+ o+ S' PUE N 1189.15 TC EXIST. ST. LIGHT I I ! Os O/ N ,A 0 0 N N N N N N \ :� 1188.65 -. o ----- _ . N� N� 'i I --------------A .� 5 - - - - - - - - - 2' 15 'S5' 0 ' 2 ' 6 ' 1 9 --------- 9 I I °, +K; M _ \ . 15 _ "_ _ _ d 2 2 0 0 . 0 7 7 . 7 39 . 3 o (°$ °(� o (°� j 1169.05 TC j o (°� oo Nn� �� I I � � __ I i I ^ � � � - I 1168.22 FL I - - ° �= - - I 11 2.60 FL I �� v �� - _ _._w - _ r"-- e 52' 04 ' 17' 236 . 00 ' 214 , 48 ' 115 . 29 ' CONSTRUCTION NOTES 1 { 1 1 �'`\ � -- r _ --- " -- - - f 3.50 ' 16' 200 . 00 ' 13 , 40 ' 6 . 70 ' I I 1169.12 TC I I 1173.71 TCS I : 01 Cot 1STRUCT 3' AC OVER AB �A B d I I ' I 1168.29 FL I a 1172.88 FL i - 6 - I , . 1 - 180 00 00 5 . 00 15 , 71 1000 . 00 I I ' �EXTST. ST. LlGfrr t9 '' 6 _. ___-__ _ 1 N -O'o3'ts' - h 3'S2 ' 10' 4 05 . 0 0 ' 27 • 35 ' 13 . 68 ' 02 CONSTRUCT DRIVE APPROACH PER DETAIL SHEET 1 I I I 1168.72 EG 168.85 EG 1173.13 EG 173.52 EG I , 0 ____..-- f 03 CONSTRUCT DRrvE APPROACH PER cxTY STD PLAN tot, TYPE C I I ! 46 .� I FL _- _ _ __ I 3'S2 ' 10' 395 . 0 0 ' 26 . 68 ' 13 . 34 ' 05 CONSTRUCT sloEwAlx PER CTiY STD PLAN 103 ; i 1 r� r LOCAL DEPRESSION DUAL C LOCAL DEPRESSION DETAIL E , i ,'; - - - - - - -� a5 C' k 89'45 ' 1 S' 1 0 . 0 0 ' 15 • 67 ' 19 , 96 ' © CONSTRUCT ROLLED CURB PER CITY STANDr4RD PLAN 105-A 1 { NOT TO SCALE NOT TO SCALE / ii - 0 CONSTRUCT Cl tB AND GUTTER TYPE A2-6 PER CITY STD PLAN 104 1I ! ! I 1 �! / ,';gig 19+25.77 ECR 5 PUE f I 1 1 `�� 48 ` /.. ` i' t' , 1188.65 FL t 45' 00 ' 00' 3 00 ' 2 36 ' 1 24 ' ® CONSTRUCT CURB TYPE Al-6 PER CITY STD PLAN 104 I I I ! I 1 I /j / l i f�1 7187 72 IC ----_ - i ' 1187.22 FL rr 42 12 36 3 , 0 0 2 , 21 1 . 16 Q amsmv mss LATTER PER CITY sm PLAN 106-A I , i I __ _._ _. - _ -_-- ____ _- _._ GRAND OAKS COURT CEDAR POINT CC U1 T ____15 ,, ? / O . \ I W 104 1 ; i PER CRY OF RANCHO x I I SEE SHT. 5 SEE SHT. 6 ,i I CURVE TABLE , a�raujloNCA oRAwINc No i �, Z 1 NJSTALL STREET NAME SIGN PER CITY STD PLAN 401-A i t - I ! i 1 11156 SHEET 7 REVISION 3. i \ __ -._ a _.. _- ,.! 0 R L T 1© INSTALL STOP SIGN PER CITY STD PLAN 401-B I i I 74 SIERRA ViEW COURT `` , o ',, 1 '- \ti,' I ,'P �/, ` _ . i " I i' 1 I_ _-i _ ___ _-- 1 ' I SEE SHT. 5 67 i 64 w i ! 1 ,, I 1\i ' ; �� ,� ! / (�� : 03 I Z A 16. 5 '33' 400 • oo ' l lz . 3s ' s6 • ss ' 10 INSTALL 5800 LUMEN STREET LM MATH 8 WAST ARM I I I i I v�, + ��. I ! , / a+ / n ECR, I , 1® INSTALL 9500 LUMEN STREET LIGFTT I I ! ! ` ' 4 _ 1 `'' I l 57 54 �', �f?9 % ` '� X `'' s g* "P __ i - _ _ _ (n B 1 0 07 09 4 0 0 , 0 0 7 0 . 65 35 . 41 : ; s 1 I F r f+; -- - --------- -----_ ------- -- � --� t� f r 5 , U 71 92 0 ADJUST MANHOLE TO GRAIL ! 1 i __ --- -_ _---_--__L. ;_r _ 4. �'3' .i : 1 - ------- - - -- 1 ---- -__ ---- r= -T�2�'y))�►' - -" / 4• 6 -_ � + tl' w C 10' 16 '25' 800 00 ' 143 45 , i I ! III ! i,, 9+ 1 65 �" ' ! I 1'1' I• ��, �� / o` �h �x�s _ fir` { I i; Q w D 4' 05 '24' 800 . 00 ' S7 . 1 1 ' 28 . 57 ' I 1 i I 47 i, 1® ADJUST VALVE cavERs ro GRADE i ; 1 i I k I `' I f ;j I ECR SEE LOCAL + I ; + Ili W 56 55 ;, _ I i\. / x !� 'max ,; E 52' 04 ' 17' 218 0 0 ' 198 . 12 ' 106 . 49 ' I i I I ' I i 6 6 DEPRESSION 6 `" I ,1 1 I I ; i W BCR ;` \\� / s / I' �9 BOULDER COURT F 16' 06 '52' 2 0 0 0 0 ' 56 . 25 ' 28 31 ' CONNECT PER PRECISE GRADING PIAN TD BACK OF CB I i I ! I i 7 5 1 I 1 I N "= DETAIL E t � f#� _i i i I 15+38.94 ECR `II I ® I 1 i , LOCAL + I i_ ? + I ii f` 1178.27 TC '" y f' k x �s G 28'39 ' 09' 236 . 0 0 ' 1 18 . 02 ' 6 0 . 27 ' I I - 14+27.77 BCR / ` CONSTRUCT DRAIN LINE CURB OUTLET PER DETAIL SHEET t Lil I1 DEPRESSION i + t 15 11 _ 1 I 1 1175.96 TC 5 PUE 1177.77 FL ,' P y 6 , / SEE SHT. 7 ® I ! ! �o� I I :, ! ,` $,o+$ �' S I 1 ;� 1175.46 FL 1 /'' o � b ! / H 2 13 23 818 , 00 31 • 74 15 . 87 • DETAIL C 'i I it - - - is - - - I 1 i i I I ----'._ _W- �+ - _ il �,,, -;�A _ .r' _� - S'' LI I� ' `� _ - - - - 15 >�,�� tL _ , _ - ,� / iI 95 _ 17+57.90 I 5' 00 ' 19' 782 00 ' 68 31 ' 34 18 ' _ __ 26+ 76 I n 8i , ^'= it - - t t d J i - -_ __ - - 7% _ J,J r r r O I t! C-4 i o ! 9 K= - - - - - '� - - - 6 h - ' 1183,75 TC J 6 42 09 382 , 0 0 44 , 69 22 . 37 i °+° �' .- "+, '- 9 i - -_._ _ _ i , / 1 i 11 .29 INV 3'41 '37' 0 ' 0 ' 0 ' r� I I I 1 5' Ply 15 ^v + _ - t t fiT /� �5' PUE ; ' 'I` PROMDE TRANSf110N TO K 4 2 5 , 0 2 7 . 4 13 . 7 _ _ r N � FL 19 14 (�� a � 5 , I, l (y ' 1 7 11 1 , _ �- I ;�, fl_ '� _ 15 6 FL 19 i i - ROLLED CURB AS SHOWN L 8.54 ' 14' 375 . 0 0 ' 58 , 28 ' 29 . 2 0 ' _ _ _ 10'-oo B _ t N D' E - r _ _ _ "._ _ ► t +' '1n .so 1_ .. o3'ts' 3E� I ; ;1 I M 3'56 ' 07' 418 00 ' 28 , 71 14 , 36 ' -- --- i- 9�a r 12 ,1 7 - -- $?sf � f I I a_ _ __ ,� : - FL 11 H e^o 1 7 15 k5'� I� t 96 �- _ -- ` - - - 1 - _ '� / 0+36.48 �1 i � N 009'21 _ 11 - 19I - - _ -:'� - ! o - - - - - - - - - � -_ �, ,I EC, I it \ , 8251' � - ' I - 5 N 13+35.42 BCR ,' 1 = , ` 15 8 co \ �4l 73 i I r _ 9 / 0+0 1174.11 TC 1 p I *� � it / / oc 8 w 5' PUE + cp ' 10 7 K h _ 15 5' PUE „ +� j, I I, o + ,�, g l 7 ": _ I # FL 12+18 CR ,+„ 1173.61 FL fCR�� 8 '; 10+ R6 `'' o + x E+52 74 E 5 1 4• i I i, y _ ``'i ti I + h �� I �� Qo ` Q CHAN66D sTREFT rEcT1 SIJ "TO ?�/1C1� MAQ f ti of _ _ 1171.77 TC i „+� c ` ti:� + 9 2 7*i \, P.c.c. 1 i , � - - - `` 1 - 1171.27 FL83 i I 84 M 91 ; 2 cnd0 r - �1 . , 1 i �/ -� m FL 11 - " { ' , � ^� ' COURT DESCRIPTION OF REVISION GRAND OAKS COURT POINT EDM of anTER UNE �, , , , {� SEE LOCAL CEDAR CURB lME VOW � I i I S, 10�J = `� f CITY OF RANCHO CU CAI ON GA O I ; 4-0 N, 8 DErAIL F SEE SHT. 5 SEE SHT 6 FL=Tc-s' n- i SEE LOCAL �c `� N 8 --- ----------------- ---- -------- N DEPRESSION �(�' ,; °+° o+ ! r3- -T- T c, DETAIL D 7 6 .+ o N , Q I I r o W • r __ �, _ - �' >� N! t N PLAN ANO PROFILE I SCALE: 1"-40' HIGHRIDGE PLACE �� " i -- -. -. _- __ -. __ - _ __. __ 1172.59E 1173.12 EG c 8 8 v GRADE �c m ± "�°q O SEE sHEEr to FOR I ' ' SIERRA Vl EW COURT - --------- - HIGHRIDGE PLACE T�-- s ENTRY DETAILS i I I , I ; ; I 1172.,8 FL --- ��,,-- - , ; FROM ARROW ROUTE TO FOOTHILL 6LVD 1 ` ' i L I I SEE SHT. 5 I 1173.01 Tc I i 40 80' 120 1 s0 I 1172.47 FL I '� � I I 1 I 1 ? �uC2 'Q 1 I �� ' N I I !l��9� I ; j CTTY OF RANCHO t" 2" 3" 4" �o, -------------- IN IN 1 8 L J �6�C I t1 I i i iia i cUCAIrIONGA oRAMaNc No N �.�1�y ------- ---- APPROVED BY DATE 11156 SHEET 7 REVISION 3. SCALE 1 =40 11 ;= �,g QRgFESS i . SHIES CITY ENGINEER 1 I ! ' ' S' 6' 14' S' �+ M 1 RCE NO.� 24953 i , i -4 �S 9 i I 8 Z �' '� ZZ Z DESIGN STT HIELMAN RECMENDED Exp 12-3172005 ' , I LOCAL DEPRESSION DETAIL D A EN CiINEER S _ E LOCAL DEPRESSION DETAL F �* DRAWN S.Z. 22, S � 5�� S7 �E, 92866 SHEET EXIST. ST. LK�iT LFR I I !i� NOT TO SCALE NOT TO SCALE CI VZL F (7t4) 7�9700 FAX (714) 744-9312 2 pF O ! i CAL CHECKED J D TNG N0. ,' RCE N0. 25742 I U�S i I, Ir I A� 3/11/02 FILE Nn- 19 y. _- I ' 0 E 1 j - i , iI I i i i I # N HMAR I i � B E C K N0. 1 44: I i I I i I i ! U 00 i , tr I Q +. .. '-f'.._.._-, _. __... 1-._ 1 - _. ' ._ __... .. _ • _ _ _--- .. . ._ __ d-.-. - .. ._ _,-..i-. - - _.i-_... .. _-.i-_-. _ _...1_-_ �.-.... _ - -. _.. ..__.i.._ -_...4-.-_. _.-. .___1 -. __4 __ __ _. _ _.__}...,. _- _- -.j__- _. _ _..--1.... _ _._-1_..._ _ _--__l _ __ .. _ .__ _. _. _ -. _._ _. _. i 1 + l ! t -1- } t } t . i t + k + ! d 1 # 1 -� } + t _ _ _ ¢.- _ _. _. -1 {- __ _+ --- - i _ -_ _ FD. DRIVE PIN WITH COUNTY SURVEYOR TAG IN CONCRETE i + + + +I t { I I I , i i x i i I I ! i I I + ! i i I I � I I ! I i i ' ' O 00 �"' '- I j ( j j j I I I ! w j , I I I i i CURB ON NORTHERLY SIDE OF FOOTHILL BOULEVARD AT _ _-- _- -_ _ _ _ _ _ _ _ _ __ _ _ __ __ _ _ __ __ _ l- - _ _-' __- _ __-- -_-._ _ ._ __- ___._ ._ _ _-_ i_._. _ .___t___ __ �' __ ____�___. __ _ - .--_ ____ _-_._--_ _-._` ___ _ ___... 1 __�__ _1. � - w �` THE NOTHERLY PRODUCTION OF CENTERLINE OF BAKER AVE I tJ!'C[x I I 1 ' t I 1 i I I I I I I 1 I ' ' i I ! ! 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'i I !i ' 1 X1.65 TC Y7 I '�! �i t o� `1 'i / J1 1 L Iti -DETAIL 8 __ - - < 0� / __`I I R I 1? 24+93.43 BCR I 12 \� FL +95.53 ECR r ! �-'� - ,.<� l 1 1 i j 1 �1 4 - by.G I '� �_`r I " w I i \ 1198.60 TC 5' pUE� ' r`'� i FL 5 5' PUE 1204.04 TC 1 ti I I I I I \ \ �,A `� ' / /)y 711' I I I ''\\ \ WOOD WARD COURT tix Qe _ f, s \� 1,ss.,o FL� --s-- �' ->i>: + `�J _ __ -_�' s4 Ft _ r i � , ? - 6 r� ,�--_ lil� I +� i V\\ \ I , / ,� i .•t-- -----_- �= j r / • 1 __ -- - -- ,4 . -___ --- --�F -�,P�/ 1 , : `" - ✓ r \ J!, I I i - -- ,\}--{ ` RR SEE SHT. 7 112 f> ----_------ -1----_ - _--_---- i = I 1 1 ! R< e e } - 1197 __. ,s ' I 27 1 � - 1 2`_`" PINEVIEW COURT y 1�; 114 1 e 2s s � O - .'i , ' f . . r ' _ - - - I --_--.N�151W ,l 's � ` . xO SEE SHT. 8 s - 1 2s i i 15 1 6 0'03'16' E' I 6 1 I i 0 _ _ _ N§TALL .CURBSIDE DRAIN OUTLET � �, i r � ` Vii.. ! .-- - - - - - - - - - - - - - - - �- -� _ _ _ - ` IA PEI PRE GRADING PLANS TION NOTES t 1 5' RE I 'n 5 o i I co w 5' PUE 1 1 * LL v -_-` -- I W 4 { 1 wlj ' I 70 O W i + of I W �j f _ _ . O1 CONSTRUCT 3" AC OVER �AB 9 FAQ 115 �'' /� j N W W A5 PUE N s N -; ; N �2 CONSTRUCT DINE APPROACH PER DETAIL SHEET 1 1 1 ( ! ;� I I N i i i s I w X ' I I ' 8 124 i ? I 128 i 129 ( CONSTRUCT SIDEWALK PER CITY STD PLAN 103 6 1 117 \ . 1 118 � Q 119 ' 12 0 I 121 I 12 2 I 12 3 12 5 ! _ P �, I + I 1 126 127 I S I ! fi CONSTRUCT ROLLED CURB PER CITY STANDARD PLAN 105-A i I 8 I I i + o I ro i = 8 i I r I I I $ I i i I NI I i } 18 4 O7 CONSTRUCT CURB AND GUTTER TYPE A2-6 PER CITY STD PLAN 104 ! I � I i I i I + o i CURVE TABLE ® CONSTRUCT CURB TYPE Al-6 PER CITY STD PLAN 104 N N N " Q CH A N 6 e D STT R �-r s EEc n a N T6 3 NAG / y NAB s-i z A R L T G CONSTRUCT CROSS GUTTER PER CITY STD PLAN 106-A 1 CITY A 46'57'43" 218.00' 178.68' 94.70' DESCRIPTION OF REVISION DATE APPROVED B s•17'34" 400.00' 57.89' 29.00' 11 INSTALL STREET NAME SIGN PER CITY STD PLAN 401-A Q. Bo' t 20' 160• CITY 0 F RANCHO C U C A M 0 N G A C 12'29'23" 400.00' 87.19' 43.77' �) INSTALL STOP SIGN PER CiTY STD PLAN 401-8 D 52.27'41" 218.00' 199.61 ' 107.41' HIGHRIDGE PLACE '� r 3T 4- PLAN AND PROFILE 15 INSTALL 5800 LUMEN STREET LIGHT WITH 8 MAST ARM SCALE 1"=40' G 52.27'41" 236.00' 216.09' 116.28' a1 ADJUST MANHOLE TO GRADE HIGHRIDGE PLACE H 12'29'23" 382.00' 83.27' 41 .80' I 8'17'34" 418.00' 60.50' 30.30' 19 ADJUST VALVE COVERS TO GRADE SEAL FROM ARROW ROUTE TO FOOTHILL BLVD J 46'57'43" 236.00' 193.43' 102.52' TRANSITION TO ROLLED CURB 1193.63 EG 111111 1194.29 EG K 33'00'05" 200.00' 115.20' 59.25' 20' - 5' 5' 28' 6' 5' ___ -------------- 11' L 30.27'38" 200.00' 106.33' 54.45' �� 0, � 12 \\;` --1193�� --- 1* ,193,68 11 FL RpF SSI APPROVED BY _ - DATE "^gam � --------------- N 15 1- i"I Q SHIECITY ENGINEER i RCE NO. 24953 ------------ 4 N 1193.93 TC 1194.51 TC ,� 2 M 8'38'36 382.00' 57.63' 28.87' N M)fV + •� - - - + 4- � S M N 29'07'18" 200.00' 101 .65' 51 .95' +"" N I �' �'+ '9 N N 1 _N t 1 9 > Z DESIGN OT R DED „94.04 TC 1194.51 TC 4 - __ $ A z HIE AN N c" M ND 25742 1.5' 1193.21 FL 1193.68 FL N -' _� rn -N Exp 12-31-2005 ENGINF_F_RS �- - __ N N T --- ----------- 4 5' 5' 28' 6' 5' 10• * * DRAWN S.Z SHEET 10 a 866 1193.74 EG 194.30 EG TRANSITION TO �'P (714) 74421 S E« s7 FAX 744ORANGE, CA 926312 3 OF10 LOCAL DEPRESSION DETAIL A LOCAL DEPRESSION DETAIL B ROLLED �� jvCA CHECKED DRAWING NO. RCE N0. 25742 I NOT TO SCALE NOT TO SCALE DA 3/11/02 FILE Nn I- - - � -- ------- ---- -- ------ - ,---- --- -- . - I I'll, ,,, I - I -- -I---. -- . -1 I . I - - -1- - � I I � --- - - I I . - . -- - I - . I � I I � I I � � � I I � . � I . . I I . � . . I � - f - 4 � t . - I I t � I . I 4.,- . � r � � I I I , --I ; I - I . . I - � I I - � I I , . � - ; I A .- . " I I .� # � - I- 4 4 -1 I . - - I . 11 � � I I -t � . -1 . � I - , � -, � , -�, - � I I I � 4 . I I . I ! i I I t I I I � . I . � I I i � 1. --i '. ! !- i � I I . I . : ; � I I I : . : I I I I . I I : I I I J . I I I ; i I . I : I I I . J-G-tm � , - -1 , " * I i i � ! I I I I . I I � . I . t . � � : i I � ! : ! i � i � I ! � I I ; : I ; I I I . � I I � � i � � j . � I i I � I i ; I I I ; I I I I i I ; : . I � I I I I I I I I ; i I I ; ; � I r I I I I I : . � � I I � ! ; ; ; BENCHMARK NO. 10044: d , I ; 1 1 � . � i ; I . I ! ; i I � . I I ? � � I � � I I -- i ; i 1 , . I I � I I I . 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U ., - - , -- __--j----� - - - -f----,- -i 4-- - ,--- M. DRIVE PIN WUH COUNTY SUR147YOR TAG IN CONCRETE - - 4 -- - --4- - - t 4 - -j � -� - 4 ---4---I-,---� - ,1- � —� —I - I - --f-- - , -4- - I - -1--- 4 - - - --4 -+ - - � --- - ------ -4 ---I- i - - -- _4--,-----i- - - ------ ---� ___j - ---i ---A--+-- -4- - - -- t- ---�- - � - --j- --- . I , I -- - - I - --- - - -- --�- I I -t - I - � -I'--- - , - -i ; I-1--f .11 I ------ A I I . I : - - --- I . ! - 14 *-,4c---1-- I I ; 1 4 ` J� - !---- 1 1 -i --� -4 4 � � . I � 4 - - - - I I - � A -- � - t � - I I I I I -- - : - , I I ; j I : ! I � I : ! I I ! � . I ; I i I . i I i I I ! I i t : t � I i I I ; I I : i i i I I ! i CURB ON NORTHERLY SIDE OF FOOTHILL BOULEVARD AT I I a ! . 1 1 1 1 i i - . 1 I I I � i i i I I � I I : i ! F I , I --.. I -� -- -- , ' "f-:-,---� - .- I. 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D 80°59 '25' 27 . 00 ' 38 , 17 ' 23 , 06 ' � •• CHANGED STREL�'T SE�T1+N 'ro 3 A'� fy Ata , ' j ® CONSTRUCT ACCESS RAMP PER DETAIL SHEET 1 CITY E 107' 13 '23' 27 . 00 ' S 0 : 53 ' 36 : 64 ' DESCRIPTION OF REVISION DATE APPROVED © CONSTRUCT ROLLED CURB PER CITY STANDARD PLAN 105-A F 1 06' 1 0 '42' 27 . 0 0 ' 50 . 04 ' 35 . 95 ' ( CONSTRUCT CURB AND GUTTER TYPE A2-6 PER CITY STD PLAN 104 G 84'58 '36' 27 , 00 ' 40 . 04 ' 24 : 73 ' CITY OF RANCHO CUCAMONGA ® CONSTRUCT CURB TYPE Al-6 PER CITY STD PLAN 104 (9 CONSTRUCT CROSS GUTTER PER CITY STD PLAN 106-A PLAN AND PROFILE 10 INSTALL CURBSIDE DRAIN OUTLET PER STD PLAN 107-B INSTALL STREET NAME SIGN PER CITY STD PLAN 401-A GRAND OAKS COURT SIERRA VIEW COURT CURVE TABLE 1g INSTALL STOP SIGN PER CITY STD PLAN 401-B # D R L T 15 INSTALL 5800 LUMEN STREET LIGHT SEAL A 15' 00 ' 00' 1 12 . 00 ' 29 . 32 ' 14 . 75 ' �� W. 120' Iso' 1 ADJUST MANHOLE TO GRADE pf sslp, APPROVED BY DATE B 210' 00 ' 00' 38 . 00 ' 139 . 28 ' 141 . 82 ' 1" 2" 3" 4" QR S AHrEc,y� CITY ENGINEER ((,& RCE N0. 24953 C 24'53 '20' 112 . 00 ' 48 , 65 ' 24 . 72 ' SCALE 1"=40' q D 19'37 '43' 112 : 00 ' 38 . 37 ' 19 : 37 ' � � � ti E 90- 13 '48' 27 , 0 0 ' 42 . 52 ' 27 : 1 1 ' Z DESIGN JTT HIELMAN R NDED N❑ 25742 Z F 72'29 ' 07' 27 , 00 ' 34 . 16 ' 19 : 79 ' Exp 12-31- � TIF_N G I N EER S G 111 '41 '38' 17-1 27 : 00 ' 52 , 63 ' 39 . 80 ' * * DRAWN S.Z. 92866 SHE H 80#53 ' 09' 27 : 0 0 ' 38 , 12 / 23 . 01 ' 221 s cuss�u sr ORANGE, 7 -931 .� (714) 744-9700 FAX (714) 744-9312 5 of 10 CIVI�- CA1 CHECKED jr, DRAWING RCE NO. 25742 I (vvJW ATE 3/11/02 F1LE NO ♦ , , T . _ > r _, i : _� _- -' -. - __ ,. } -,_ _} ; _. -- { -_-� _._y. t -r - , - y r -r + - -.� q- + < -, - 1 _, - 4 .�_- _ ---t _ ..} _ .; - : ' I I ' i I 7 j , ! { I N H BE C MARK N E 0 10044: I I I I I I I _ __,_-__a_- __ ___ ._ _._ _ i-__' _-.' - _ _ _ _. _ _ j __i - _ _. _ _ �__i-_- _ __ _ _ _ __ _ _ _ __�_ -_ _ _ _ _ _ _ _ _. i y R � t 1 1 -* + }. + +_ 1. t ,,F -t-. -�- } 1 { ; _. ... _j._. _..�. _-{-- _ __.'._.--_.r(�_ __ _ ...f.. .,{._. r-_ -•F.-. _•`.- _...�__ _y._ _ -.i-. ._ `..^.._-' i - - _ _ _ _ _ .'_.�.. -T.. i i a 1 ; I 1 I ' i + t ; -.-� + T -1 I }' T i , t ,-' t T- -�- - --i-- �- -t "F- --i-_ - _ I _.y_ -� _t I � 1 i i i 1 ! 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A /� =+ �.: I :N i' �- 15 ' N °� � HIGHRIDGE PLACE S ,��, 52 �A I =�'w �� r In 11 ' �' 94 ,, + SEE SHT. 2 i i �� P8�, ' r 1i I 93 1 BOULDER COURT 53 ' S4 m j I' _; s, I I 92 , _ _ ,- - i 55 { I i I 1 i � ,�_ .� .� ..t. _,p _ _ % \. ,t HIGHRIDGE PLACE SEE SHT. 2 CEDAR POW COURT CURVE TABLE D R L T 11 N A 15'29'33" 1 12.00' 30.28' 15.23' Q CtlAvOO E D ST1MET 5 E C.-T100 T6 g AC /y AO s�-L.ov 'c CONSTRXTION NOTES B 210'00'00" 38.00' 139.28' 141 .82' c1 4� C 15'00'00" 112.00' 29.32' 14.75' DESCRIPTION OF REVISION DATE APPROVED T1 CONSTRUCT 3" AC OVER �"AB D 86'09'44" 27.00' 40.60' 25.25' CITY OF RANCHO CU CAM ON GA (2 CONSTRUCT DRIVE APPROACH PER DETAIL SHEET 1 E 125'27'53" 27.00' 59.12' 52.38' ® CONSTRUCT ACCESS RAMP PER DETAIL SHEET 1 PLAN AND PROFILE © CONSTRUCT ROLLED CURB PER CITY STANDARD PLAN 105-A CURVE TABLE 07 CONSTRUCT CURB AND GUTTER TYPE A2-6 PER CITY STD PLAN 104 CEDAR POINT COURT & BOULDER COURT A R L T ® CONSTRUCT CURB TYPE Al-6 PER CITY STD PLAN 104 9 CONSTRUCT CROSS GUTTER PER CITY STD PLAN 106-A SEAL A 21'10'14" 1 12.00' 41 .38' 20.93' 0 B 210'00'00" 38.00' 139.28' 141 .82' 10 INSTALL CURBSIDE DRAIN OUTLET PER STD PLAN 107-B C 15'47'11" 112.00' 30.86' 15.53' 11 INSTALL STREET NAME SIGN PER CITY STD PLAN 401-A of ssl APPROVED BY DATE 40' 80 120 160 PR �N / / D 12'50'05" 200.00' 44.80' 22.50' 1. - - 1© INSTALL STOP SIGN PER CITY STD PLAN 401-B S �HjE<�y� CITY ENGINEER ( Cit a� ,-( RCE NO. _ 24953 E 7'50 05 200.00 27.35 13.70 1" 2" 3" 4" F 134'48'22" 27.00' 63.53' 64.87' 15 INSTALL 5800 LUMEN STREET LIGHT " � �ZZZ DESIGN STT HIELMA RE D SCALE 1 40 1 ADJUST MANHOLE TO GRADE Exp 25742 N G 70'47'41" 27.00' 33.36' 19.19' oc Exp 12-31-2005 s -I/ H 83'49'46" 27.00' 39.50' 24.24' * * DRAWN S.Z. SHEET Q 221 s c�Ass�-i� sr ORANGE, CA s286s I 100'00'00" 27.00' 47.12' 32.18' CIVI\- (714) 7 9700 FAX (714) 744-9312 6 of 10 11 �))�� CAS CHECKED h DRAWING N0. RCE NO. 25742 I �D ATE 311170-2 FILE NO _ - _ _ _ ._ _ - - __ _ _ - _ - - __ _ _ _ _ - _ _ - _ _ _ k . ., t �. y } t t ,. .> i a e. _• -1 > -t .i. ., 1 i -+ , , Y 8- -t !. -• 4 T > i -1- .t. .{ r - - '7 -� t � Y ..+ 't f- 7 1 - , ; , I i -t t 1 1 , , , 1 , I I s I I i BENCHMARK N0. 10044: i i ' , t + } f f I I i t I + t + t 1 t 1 - f Lt { i , Y I i I , I i { I i 1 i ; I t : , : i t � I . i II1 II i iI + ' i i ' - - ( - � � } I � I I I I i ! Ii t I 1 �___1 _ 1_-__+___: _-_ --1__ _._. -- -I _- -_ ---.-�_- - _ _- -. + - -�_ _ __ _ } .__. --_ 1--�- - ._ _. - _ _+_ _ _+-_rt____�_ �1-__ .__. _t-_ __ --. .- - _--I-_.__�___ a__,_. _l _. __-��-- __ -�__ _ �_ ___, -_ _ �- - -_ --- -+------- �____- -�_-_+---� --+- _---_,_ 1�--�- I _ --__ - FD. DRIVE' PIN WITH COUNTY SURVEYOR TAG IN CONCRETE -F + + r + r t 1 -�-- . +- *- t - i I I i I i i l wi i 1 j i J I I j t I i CURB ON NORTHERLY SIDE OF FOOTHILL BOULEVARD AT -OF"� THE NOTHERLY PRODUCTION OF CENTERLINE OF BAKER AVE ; i i i II i - - - - - - - - - - - - - - -. - - - - - - - - - - - _ - - _ - - - - - - PACIFIC I - - - - - - - f - _ =.. _ _ _ 1 + _} ! - , �_ . _ .,. - } _ + + t r i } i + } � t , 1 + 1 } } , f # , t } + 1 + + + t + rt -q _ i._. _ .1- + _ -t -f + j _i- - 200 FOOT EAST OF CENTERLINE OF SOUTHERN IIt ; _T } , , 1 i t -- I , , _.1 I : ji 1 } , 1 , ; ; ' i ' I- t ! , I i 1 f.. , 1 I I f i i -- f i 47.6 i t I i I I i i RAILROAD TRACKS OVER FOOTHILL } 0 OO LL BOULEVARD I I i i i 1 I I j i 1 1 1 ; i i , , 1 , ; i i i I I : : 1 i - _ JI _ -. _ _.__ _ _ _.._ ___ __._ ____-1.-4------. . _._ _ -__. - _ ._ _ _ - _ ! __ _ _. _ _. ._ _ __ _ _ __ _ - -t -- �- -� -- F-d- t- - t AG+_ __ r- - - �- - F - -I-i} I - +- �_�,,j. - +- - -+- -r - - }-�- + -+- - - --� -I- - --fi -+ - - - - - I- - - 1 ! i 1 ! 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I i i i I J i I ., t-4--- _ 11.,. - i. __- L_. _ ' __. _ __i-_._ _._ _. _ �j__ _ 33 9.86' OC* 12.05' 113 10+77. 4-� 7d 9 OC! { t _ _ . - _� _ �. __ _ 4 - 1 2 16.36' _ j I ; I i j j i6• } �- -t t ! ! I f T I 34 9.95' OC* 12.11' 114 22+97.93 15.67' i m t 35 21+74.26 16.00' - r 1 : ly _ _ -_ _ _ _ _ R - ___ __ _ _ _ _, _ _ ss 1 1 1 . _ t - 1 -1 _ , _ . _ ,_ __, __ _ ,_ __t { _. 1 _ } a `� } 0 1 a- ,, t >- t } __�_ I_ j_- ,_ j _ 36 21+49.98 16.00' 5 do 1 6 23+32.05 31.98' ! vm t t rt w o t i o a 37 21+22.49 15.88' 1 17 23+64.90 14.00' _ _ _ _ _ - _. _.____ _ } - } 4- -- i- - - {- I - } ! - -- : - + o i� ,n - - N I 1 -r -I I _.t -� 38 20+80.21 13.88' 118 23+91.20 16.15' I I I j i f , I ! M 'rn d'cv # wrD I _ N i i I i _i _. _ }_ k I -1--_. 39 20+22.27 16.00' 1 19 24+45.02 15.84' �,� o o { i ' i , 19+91.02 16.00' 120 24+89.69 16.00' �-•-•}- t - - + + N I + } + } t 1 -4 - - J_ - 4---4 + -� -+ - 40 1 In N k -� t 41 19+33.04 15.68' 121 25+20.94 16.00' I ! I ; i � M N � Q. 'X. 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I. } M- 8+14.51 12.00' 125 27+17.13 16.04' i 1 40 ,HORIZONTAL I ! ! 17+52.87 15.67' 126 27+48.46 16.04' __4 --J----__ __. _ II____ _ _. _ _ _ _ ___ _ __ _ _.. ___ -._ _ __ _ ._._.. - ___ __ __ ___ __-. ___ __-i. __ __- --- G___ __ _ , i__.__ ___ _ - 46 i -� 1 t - 1. _ �_ i t t t + + -+ + +- t I - _�- - t} ,'VERTICAL+ _ -T - 1 __� . t 1 { j R 47 9+00.22 16.56' 127 28+07.37 16A4' I t i l ; -- - -_.- +_--.k.___ 1---_- --.-._+-----�-_ - ._., __._l.-___i }_ .-�.. _ ._. _._+ r I t 1 + r --1--. _..._�.. } { i ___.�_._ j._._._ - ___ �_.__¢,_ . .__-- -_---. _. 48 8+70.06 16.56' 128 28+36.85 15.67' 49 30.79' OC* 14.08' 129 28+90.61 16.18' 50 9.04' OC* 14.08' 1 0 n 51 9.04' OC* 14.08' **130 do 131 29+23.69 30.74' L 52 31.57' OC* 14.08' 132 33.96' OC* 12.95' 53 8+73.06 16.56' 133 10.09' OC* 16.12' 54 9+17.22 16.55' 134 11.02' OCs 14.08' 55 9+47.86 16.02' 135 32.30' OC* 12.51' 56 9+52.84 16.01' 136 11+38.90 16.56' 57 9+84.08 16.54' 137 10+94.73 16.55' 58 8+71.75 16.56' 138 10+63.48 16.02' 59 30.73' OC* 12.05' 139 10+56.40 16.00' 60 9.98' OC* 14.08' 140 10+87.69 16.18' 61 9.98' OC* 14.08' 141 11+31.56 16.56' 62 30.75' OC* 12.05' 142 36.00' OC* 14.08' 63 8+68.75 16.53' 143 13.48' OC* 14.08' 64 9+87.08 16.56' 144 11.63' OC* 14.08' 65 9+55.84 16.02' 145 36.26' OC* 17.05' !t " 1__ t 1 / -'', 66 9+23.05 16.03' 146 11+33.67 16.56' ,' 1 59 `' 158 i 157 156 ;t.` 67 8+91.81 16.56' 147 10+89.55 16.22' CPO)g0 I I '` 68 8+47.65 16.52' 148 10+58.50 16.00' 69 29.71' OC* 12.05' 149 10+42.00 16.00' i i I �r+lp u + m�c� 03 �'g l / 70 9.03' OC* 12.05' 150 10+73.04 16.18' 4• Q ', i N�� 10 5 g3 SC' !n cR % 71 8.50' OC* 12.05' 151 11+17.17 16.56' � { oo 122543 / 72 30.39' OC* 12.05' 152 35.42' OC* 12.51' 73 8+50.99 15.85' 153 14.51' OC* 14.08' \ 155 74 8+94.81 16.55' 154 5.57' OC* 12.05' Z`` % 4 - Wit, ' 4 75 9+26.06 16.01' 155 25.33' OC* 12.05' IX\`. _ - 76 10+81.99 16.56' 156 49.24' OC* 16.12' C 8 77 11+17.65 16.56' 157 11+26.48 16.40' I / R�WN 154 78 30.32' OC* 12.05' 158 10+80.71 16.10' 79 9.42' OC* 14.08' 159 10+49.83 16.09' N a * &958'44` w; -A � 80 14.84' OC* 17.46' t r. 13 A 11+00 1 _ YOC 122 .93 TC D 1 6 i, 1 1225.43 FL * DISTANCE MEASURED FROM DRIVEWAY CENTERLINE TO M.O.C. ALONG CURB LINE 35+69.60 HIGHRIDGC * INDICATES COMMON DRIVEWAY =10+00.00 RTSINGH.U. J 1 f s 153 0 5' PUE 3 34 ekxt 1fu^ + MEDIAN CURB 1 1224.23 U __ ' W ! 1226.86 TC -_ COWRIXTION NOS 1223.73 FL �g m � ;`; o�`o �, ��'� 1226.36 2 6.0'FL v WS PO r p8 CONSTRUCT 3" AC OVER ¢AB I I I A a I I 152 t' + I I �2 CONSTRUCT DRIVE APPROACH PER DETAIL SHEET 1 # GHFIdGE* FILA I 151 - ' 150 SEE SHT. #� _--- Q4 CONSTRUCT ACCESS RAMP PER DETAIL SHEET 1 CMh N 6 6 D ST�2 E trr SErtltiJ TO -- -------- CI RISINGHILL COURT © CONSTRUCT ROLLED CURB PER CITY STANDARD PLAN 105-A DESCRIPTION OF REVISION DATE APPROVED �7 CONSTRUCT CURB AND GUTTER TYPE A2-6 PER CITY STD PLAN 104 CITY OF RANCHO C U C A M 0 N G A ® CONSTRUCT CURB TYPE Al-6 PER CITY STD PLAN 104 @9 CONSTRUCT CROSS GUTTER PER CITY STD PLAN 106-A 10 INSTALL CURBSIDE DRAIN OUTLET PER STD PLAN 107-B PLAN AND PROFILE 11 INSTALL STREET NAME SIGN PER CITY STD PLAN 401-A 1© INSTALL STOP SIGN PER CITY STD PLAN 401-B RISINGHILL COURT 1� CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA STD PLAN No. 106-B SEAL QRpF ssl y APPROVED BY > DATE 1© INSTALL 5800 LUMEN STREET LIGHT S HIE<�y� CITY ENGINEER RCE N0. 24953 CURVE TABLE �� q2�y DESIGN JTf � RE QED # d R L T 10 ADJUST MANHOLE TO GRADE NO 25742 Z HIELMAN A 15- 00 , 00, 112 . 00 ' 29 . 32 ' 14 . 75 ' Exp 12-31 2005 A ENGI-VEERS B 210' 0 0 ' 0 0' 38 . 00 ' 139 . 28 ' 141 . 82 ' 40• W. 120' 160• * * DRAWN S.Z. 92866 SHEET C 59' 07 ' 1 1 ' 27 . 00 ' 27 , 86 '- 15 . 31 ' CIVIC- F P 1� s cL-9700 sr FAX 7 -931 (714) 744-9700 FAX (714) 744-9312 9 OF 10 RCE NO. 25742 D 77' 13 '32' 27 . 00 ' 36 . 39 ' 21 . 56 ' 1" 2" 3" 4 CAS' CHECKED � DRAWING N0. SCALE 1"=40' ATE 3/11/02 FILE NQ- �5 CURVE TABLE # e R L T A 48' 15 '52' 218 . 00 ' 183 , 64 ' 97 , 66 ' B 10.53 ' 10' 300 . 00 ' 57 . 00 ' 28 . 59 ' ENM-MEDIAN CURVE DATA C 18. 13 '31 ' 300 . 00 ' 95 , 43 ' 48 , 12 ' D 33° 13 '50' 50 . 00 ' 29 , 00 ' 14 . 92 ' CURVE TABLE E 45-32 ' 08- 30 . 00 ' 23 . 84 ' 12 . 59 ' # e R L T F 43'58 '45' 40 . 00 ' 30 , 70 ' 16 . 15 ' G 51 '51 '25' 35 . 00 ' 31 . 68 ' 17 . 02 ' a 180' 00 ' 00' 4 , 00 ' 12 . 57 ' 1000 . 00 ' 35 .180° 00 ' 00' 5 , 00 ' 15 . 71 ' 1000 . 00 ' H 141 °27 '28' 20 . 00 ' 49 . 38 ' 57 . 20 ' I 105°28 ' 18' 27 . 00 ' 49 . 70 ' 4 ' b 9 J 15°28 ' 18' 318 , 00 ' 85 . 87 ' 43 . 20 ' Le27°27 '47' 47 . 00 ' 22 , 53 ' 11 . 48 ' K 10°53 ' 10' 282 . 00 ' 53 . 58 ' 26 . 87 ' L 10#53 / 10' ' f 27 27 47 55 , 00 26 . 36 13 , 44 318. 00 60 . 42 30 . 30 (M> 48° 15 '52' 236 . 00 ' 198 , 80 ' 105 . 73 ' I 6-33 '54- 27 . 00 3 , 09 1 . 55 0 12°46 '28' 282 , 00 ' 62 , 87 ' 31 . 57 ' 6°33 '54' 35 , 00 ' 4 , 01 2 . 01 ' (P> 27° 16 '52' 75 . 00 ' 35 , 71 ' 18 , 20 ' Q 84° 18 ' 05' 20 , 00 ' 29 , 43 ' 18 . 10 ' R 12°46 '28' 282 . 00 ' 62 . 87 ' 31 . 57 ' S 31 °31 '48' 25 . 00 ' 13 . 76 ' 7 . 06 ' CURVE TABLE CURVE TABLE T 62.35 '21 ' 20 . 00 ' 21 . 85 ' 12 , 16 ' # e R L T U 29.39 '38' 75 . 00 ' 38 , 83 ' 19 . 86 ' R L T A 160533 400 . 00 ' ' ' 112 . 35 56 . 55 - ' ' ' \ a 2-4438' 782 . 00 37 . 45 18 , /3 i B 10° 07 ' 09' 400 . 00 ' 70 . 65 ' 35 , 41 ' \ \ \ i` \ W 48 15 '52' 218 . 00 183 . 64 97 . 66 \ i J \ \ X 19° 19 '26' 200 . 00 ' 67 . 45 ' 34 , 05 ' C 10° 16 '25' 800 . 00 ' 143 , 45 ' 71 . 92 ' �,- � � ✓ \ d 22. 15 '55' 200 . 00 ' 77 . 72 ' 39 , 36 ' D 4' 05 '24' 800 . 00 ' 57 . 11 ' 28 , 57 ' Y 48', 5 '52' 236 . 00 ' 198 . 80 ' 105 , 73 ' e 52. 04 / 17' 236 . 00 ' 214 . 48 ' 1 15 • 29 ' E 52- 04 ' 17' 218 . 00 ' 198 , 12 ' 106 . 49 , 1�' iE� \ \ �2 g5 \ \ � 2 • 85'52 '51 ' 35 . 00 ' 52 . 46 ' 32 . 57 ' • F 16° 06 '52' 200 . 00 ' 56 . 25 ' 28 . 31 ' titi9� �g \ �2 �" w 63°53 '46' 2 . 50 ' 2 . 79 ' 1 . 56 ' II'I f 3 50 16 200 . 00 13 . 40 6 . 0 8° 6 • 1 02 ' 6 7 ' --- ------ --------I_-T--------_- - ---- j, x 90# 00 , 00, 2 . 50 ' 3 . 93 ' 2 . 50 ' 180' 00 ' 00' 5 . 00 ' 15 . 71 ' 1000 . 00 ' G 28#39 ' 09'09 23 00 1 8 0 2 (- 6 ZTRAFFIC H 2. 13 '23' 818 . 0 0 ' 31 . 74 ' 15 , 87 / i iz , PER TiZAFfFIC TRgiS lON FROM 72°37 ' 14' 2 . 50 ' 3 . 17 ' 1 . 84 ' h 3'52 ' 10' 405 . 00 ' 27 . 35 ' 13 . 68 ' I I N SIGNAL PIANS t \ 8' CF TO 6' CF'n z 85'52 '51 ' 35 . 00 ' 52 . 46 ' 32 . 57 ' I 5 00 19 782 . 00 68 . 31 34 . 18 I Z' 2 O i 3 52 ' 10' 395 . 0 0 6 . 8 13 , 34 2 6 13 90' 14 '45' 10 . 00 ' 15 . 75 ' 10 . 04 ' J 6 42 09 382 . 00 44 , 69 22 . 37 k 89°45 ' 15' 10 . 00 ' 15 . 67 ' 9 . 96 ' K 3°41 '37' 425 . 00 ' 27 , 40 ' 13 . 70 ' i ' I 122930 FL ® �^ EC / i1 L 8'54 ' 14' 375 . 00 ' 58 . 28 ' 29 , 20 ' i '�-- 7 1230.24 FL / G � y l 45 0 0 0 0 3 . 00 , 2 . 36 1 . 214 ' . � ,,,• ;;, 1 / � M 3'56 ' 07' 418 . 00 ' 28 , 71 ' 14 . 36 ' ` �,°g , r� 12 36 3 . 0 0 2 . 21 1 . 16 PCCR I T 42• 1233.65 c N 5- 19 ' 07' 818 , 00 ' 75 , 937-F 37 , 99 ! BC. / 1233.15 � OD 1 - _ i 2 ' i 1229.50 FLi 36+84.11 ' 3 .29 F } �}66 65 4 1 I ax. i cR PRC BICBI nTER/ w y6{15 " 1228.87 FL\ Q) / Z 1231.99 TC � 193 �1 � ) 0 F / 1231.49 FL 1 N 12 8.87 FL ? O 9 / " �- 9510' 1228.51 FL ?p��+ / b + \ I I i i I I 36+60.00 PROPOSED SIDEWALK , BCR POC EC GUTTER I I I i PER CiTY OF RANCHO I I I j I 27.83' 1229.37 TC i I I I / 1228.87 FL CUCAMONGA DRAWING NO 8 i 4 11156 SHEET 7 REVISION 3. ``__ �'�' , r Is:I 3i � bio• - x / l �-� 12 21 A i i I j I I �. SIERRA 4W CWR T i 3s+44.n ECR / 12 Volk I I 74 , t �. - I 28.59 1228.44 TC , �= � `'. co 1j�1� 'SEE SH T. 5 ' ' ! 1227.94 , '' 1 ►�°° _ I I 7 T / __ (� © \ i 1228.23 FL 1229.54 FS, ° 1S Q CVS 1228. 7 �' I i I 3 i 7 1 8.02 22 FL ! 10 .00 Tc --- --- I / 7 d Cf ]- 0 1229.58 FS i r i r- `\ - zS 36+40.25 ECR �', '/ h lw"cf SOT pFR t 1 ty t i T- - - - --- - ----- - --- - - 1227 \, .49 TC o, / o^N p,r R 1226.99 �0'- xis, t \1 1 51 r� NN = .`V: / a ,>4. z \ dt I f i i h� 1 C1 o t { ! ( I 1 i i I 75 . 18.A7 1 +62\28 aw. ( 1 I ! ! ! I I 1 r I `�` I?30.64 TC 1 1 1 t 1 E)f>? 1 / ' 12?8.3g ` A�23. FL ' i I r , 1 1 i ! 1 t I 1 11 r 1 1 I I � 1 : v I i r .1 ! r t 1 8 Q2 .60 t 5 i t x 1 O 'o c T N - - i t \ (� - .33' 1 . s twE N 656'44' w los Cts TO 1 35+88.84 ECR PRC ECHO 1226.06 TC TRVf1C ;i 1 ® - - - -- - I ( I -- -- - } _ 'i 4 r -a �� 1225.56 FL FOR ,t 1 ,1 '�► 1 +34.81 t'" FL L 7 + ; 0 9 I` �1 ECR a i 8 w A _. -- 159 , ! i ! 10+39.83 I Lam" C.-9 BCR INT I rt PT/YCE Bz 8 54 - PLO- -- -------- 00400 h J 4. Wy =26+35.90 ARROW I I PO go, L+" 10+60.01 EC 11169 25 f 1166 6o Tc „68.75 - I r OUR T I 1168.10 FL - _ t , IS NG L - - REMM E1aS7. STREET UI1 i m I < < HIGHRIDGE PLACE EXIST. STREET MIT � SCALE: 1'-20' f k NORTH ENTRY DETAIL .5Pw FL 1, l i 1 _ _ ------ --- >- - - -{ ' t y ._ _ - _ 1- CONSTRIJCTiON NOTES __. p� N .1 '•.t.• p,+ �� ,� Ov„ , , ao So ao`� �,,0 11+2 \ I j Y4 R UU v N 1169.96 TC I I I } t 1"J U] I I i 1 I l;&; ��o m �� 1169.46 TC CONSTRUCT T AC OVER 'AB CONSTRUCT DRIVE APPROACH PER DETAIL SHEET 1 y CHAW66V STF-ev S �'�T1a�J To ? Acf y s= �z•er ; CONSTRUCT DRIVE APPROACH PER CITY STD PLAN 101, TYPE C 0 DESCRIPTION OF REVISION 8 I t t t';= 4 CONSTRUCT ACCESS RAMP PER DETAIL SHEET 1 76 ;` ;` 8 I �5 CONSTRUCT SIDEWALK PER CITY STD PLAN 103 1 _ --- ! I o CITY OF RANCHO CUCAMONGA 6 CONSTRUCT ROLLED CURB PER CITY STANDARD PLAN 105-A CONSTRUCT CURB AND GUTTER TYPE A2-6 PER CITY STD PLAN 104 ® CONSTRUCT CURB TYPE Al-6 PER CITY STD PLAN 104 DETAILS - a I 09 CONSTRUCT CROSS GUTTER PER CITY STD PLAN 106-A I SiERRA IE COURT !� VW ;SEE Ski T. 5 l l CONSTRUCT STREET NAME SIGN PER CITY STD PLAN 401-A i 1© CONSTRUCT STOP SIGN PER CITY STD PLAN 401-B SEAL 1© CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA STD PLAN No. 106-8 QROF SSI APPROVED BY DATE PROPOSED SiDEWALK HGHRID E I E 15 INSTALL 5800 LUMEN STREET LIGHT WITH 8' MAST ARM S THIE4 CITY ENGINEER -�'!�� ( RCE NO. 24953 G PLACE 9 PER CiTY OF RANCHO 16 CONSTRUCT 9500 LUMEN STREET LIGHT j� 2ZZ DESIGN ,ITT RE 0 LADED CONGA DRAWING NO HIELMAN SCALE: 1"-20' 11156 SHEET 7 REVISION 3. SOUTH ENTRY DETAIL 1'� ADJUST MANHOLE TO GRADE NO 25742 ZT 18 INSTALL CURBSIDE DRAIN OUTLET PER STD PLAN 107-A oc Exp 12-31-2005 A E N C3I N EERS DRAWN S.Z. SHEET 19 ADJUST VALVE COVERS TO GRADE P 221 s GLASSELL ST ORANGE, CA 92866 q (714) 744-9700 FAX (714) 744-9312 10 OF 10 2� CONSTRUCT WOOD BARRICADE PER CiTY STD 131-A CIVI�- CAL CHECKED ' DRAWING NO. RCE NO. 25742 ATE 3/11/02 FILE No - I OS