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Home My WebLink About1589 C11 UF RAN �CFi �o CU �CAN�IoNk'.'Ar---% CONSTRUCTION NOTES QUAMI I It 1a- CONSTRUCT 4" A.C. PAVEMENT OVER 4" C.A.B. PER CITY STD 100-A 27,700 S.F. 2�--- CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD DWG. 104, TYPE A2-8 216 L.F. R A C" NON 15730 (a)- CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD DWG. 104, TYPE A2-6 862 L.F. 4a- CONSTRUCT VARIABLE HEIGHT PCC CURB & GUTTER PER CITY STD DWG. 104, STREET UPROVEMENT GENERAL NOTES TYPE A2-8, 8" TO 6" CURB FACE 377 L.F. 1. ALL WORK RK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF kSTREET IMPROVEMENT PLANS (D- CONSTRUCT PROPERTY LINE SIDEWALK PER CITY STD DWG. 103, W=4 3,600 S.F. RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL 6a- CONSTRUCT MID-PARKWAY SIDEWALK PER CITY STD DWG. 103, W=4' 1 ,000 S.F. SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND �7 CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD DWG. 102 9 EA. SPECIFICATIONS. 8a- 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER CONSTRUCT PCC CROSS-GUTTER & SPANDREL PER CITY STD DWG. 106-A 2,500 L.F. POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT CONSTRUCTION NOTES FOR STREE_ T TI�EES: 9a- SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT CONSTRUCT DRIVE APPROACH PER CITY STD. DWG. 101 -A, MODIFIED 6,000 S.F. AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, 1. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS AND 10 CONSTRUCT CATCH BASIN PER CITY STD DWG. 300, W=3.5', V=4', H=4" 1 EA. REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST SPECIFICATIONS, AS PROXIMITY TO HARDSCAPE DICTATES. NO STREET TREE SHALL BE TO THE CITY OF RANCHO CUCAMONGA. PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN THREE FEET (3') TO THE FACE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE OF CURB, EDGE OF SIDEWALK OR FACE OF WALL, UNLESS OTHERWISE NOTED. 11 CONSTRUCT LOCAL DEPRESSION PER CITY STD DWG. 307, CASE "E" 1 EA. HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY SUITABILITY 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC FERTILITY 12 REMOVE EXIST. CATCH BASIN 1 EA. DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM SUITABILITY/ FERTILITY OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSAUL TOXICITIES PLANS. OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED 13 CONSTRUCT 18" RCP, 2000D 10 L.F. BY THE CITY INSPECTOR. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 14 REMOVE EXISTING A.C. PAVEMENT 1 ,000 S.F. PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR DIVISION. 15 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD. 323-B _ 4 EA. RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 16 SAWCUT EXISTING A.C. PAVEMENT TO STRAIGHT, CLEAN LINE, MIN. 1'-0" FROM STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS 5. ROOT CONTROL BARRIERS ARE NOT REQUIRED UNLESS OTHERWISE NOTED. EXISTING EDGE 240 L.F. WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT 17 REMOVE EXISTING TREE 4 EA. INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. SYMBOL STREET NAME BOTANICAL/COMMON NAME QTY. SPACING SIZE 18 INSTALL STREET TREE PER NOTES AND LEGEND HEREON 32 EA. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, + REMIE COURT MAGNOLIA GRANDIFLORA 'ST MARY 8 1 30'o.c. 15 MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. GAL. 19 INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE, PAID AND COORDINATED BY 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, + DARBY COURT LAGERSTROEMIA INDICA/ 8 1 30'o.c. 15 DEVELOPER 5 EA. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED CRAPE MYRTLE GAL. 20 RELOCATE EXISTING R26 SIGN & POST AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH + CATHEDRAL MAGNOLIA GRANDIFLORA ST MARY 8 1 30'o.c. 15 1 �` THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR COURT GAL. 21 RELOCATE EXIST. STREET NAME SIGN ON TOP OF R1 SIGN TO ST. LIGHT STANDARD 1 EA. APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR + CHAUCER LAGERSTROEMIA INDICA/ 8 1 30'o.c. 15 SURFACING. COURT CRAPE MYRTLE GAL. 22 REPAINT STOP LEGEND AND LIMIT LINE 1 EA. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 23 INSTALL TYPE "N" OVER W57 SIGN 1 EA. TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. E)_ REPAINT CENTER LINE STRIPING PER CITY STD. DWG. 133 100 L.F. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS 25 RELOCATE R26 SIGN TO NEW STREET LIGHT & REMOVE EXIST. POST 1 EA. COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT, TO 26 CONSTRUCT CONCRETE COLLAR PER CITY STD. NO.329 1 EA. DETERMINE THE FINAL STRUCTURAL SECTION OF ASPHALT AND AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 30' 30' 27 CONSTRUCT STREET NAME SIGN AND POST PER CITY STD DWG. 401 4 EA TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS, PRIOR TO CONSTRUCTION 12' 18' 18' 12' OF THE STRUCTURAL SECTION. Z 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS 8' 6.5' 5' X0.5' OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. BANYAN ST. 12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE EXIST. AC RELATED DRAWINGS-- CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN PAVEMENT 2_ DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. zz 29; `. DWG. 363 A A REVIS( ON - MfGNONETTE STREET ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY ` ''y-` - 2% - - -- -- - - DWG. 3S9 A ® REVISION - AGATE STREET VAC.ATILA)N LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED . Du G . 15 9 L AN DSG PE PROVE ME NTS I3 ER Y S R IN THE OTHER ITEMS OF WORK. ,, :. - -- - - - B l M �,•y}-- - - cn PROPOSED ROUTE 30 13. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 EXISTING Lj SHALL BE CONSTRUCTED AT EACH INTERSECTION. IMPROVEMENTS PROPOSED IMPROVEMENTS PER CITY DWG. 863 19TH ST. a 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM PROJECT N RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN MIGNONETTE STREET HAMILTON ST. jdr LOCATION REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. HORIZ: 1 "= 10' Q VERT: 1 "= 2' _j ~ Ld 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD Z MIGNONETTE ST. _j Z FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE Q Q cHARLOMA U CLEANED UPON REQUEST OF THE INSPECTOR. a ST. m 0 w 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO VINE ST. CIELITO ST. _ EXCAVATION. BASELINE ROAD GENERAL TELEPHONE (800) 483-3000 \ VARIES: 30'-50' VARIES: 30'-50' \ VICINITY MAP SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 (RES.) 12' VARIES: VARIES: 12' \ 66' \ NOT TO SCALE 216 N. EUCLID AVENUE (800) 427-2000 (COMM.) 18'-38' 18'-38' Of 33' 33' Of ONTARIO, CA 91762 4' S' I 5' 4� I VARIES � 11' 22' 18' 15' w CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 3' 3' �- i 9641 SAN BERNARDINO ROAD I I 0.5' 4' 6.5' VARIES RANCHO CUCAMONGA CA 91730 �� ' 1 I 12; MIN. EXIST. AC I DESCRIPTION OF REVISION DATE APPRovED METROPOLITAN WATER DISTRICT (909) 593-7474 6 6 5 14 MAX. PAVEMENT AC BERM LA N. MORENO AVENUE 2 . I M,q 31 16 CITY OF RANCHO CUCAMONGA 2 -I' 1 -= LA VERNE, CA 91750 -' VARIES VACS '- • Sapp �_ 2�) I 29' - - ( - - COMCAST (909) 983-9895 ' 'y~ 2% _ - -_ -� _ _ - - - STREET IMPROVEMENT PLANS 1205 DUPONT ST. (PORTION OF RED HILL) ONTARIO, CA 91762 - - - _ for MARKS CABLEVISION (909) 880-0220 10808 FOOTHILL BLVD. #120 3 3 2 TRACT NO. 15730 RANCHO CUCAMONGA, CA 91730 TITLE SHEET CATHEDRAL, CHAUCER,REMIE ,DARBY COURT BERYL STREET o9R oESs'p"q� APPROVED BY: ATE: ltdergrand 8ervlm Alert HORIZ: 1 "= 10 HORIZ. 1 "= 10 �� o� �<< CITY ENGIN CE N0. 24953 F o r Cat TOLL FREE VERT: 1 "= 2' VERT: 1 "= 2' ��` ��o �� DESIGN ALLARD ENGINEERING 074 RECOMMENDED 1-� NIo.�6 2 p SCN Civil Engineering - Land Planning L 1t;( _ 6 /20.O�Ot DRAWN 6101 Cherry Avenue SHEET 4U 4 ` Exp. Fontana, California 92336 q CIV 1�- Q' SC N (909) 899-5011 Fax (909) 899-5014 1 OF 4 TWO WOWMG DAYS BEFORE YOU 0!G TF OF CAL�Fp� CHECKED R.C.E. N0. 36052 DRAWING NO. RJA/CITY DATE '2 '/2 .9 / FILE NO. 111.03.02 1589 ��e7 Filename: C:\DWG\11103\15730ST1.DWG ' / Date: FEBRUARY 12,1997 ----F , i - - - - - - _. __ - _ - - 6r CF4 -- _. 1VTO_ - o P i : - - 8 cil 6 CF' T ANS. - _ _ _ _ : - _ - _ _ - m _ � _ - - - - - -- - - - - - _ Inyao 1 AN G l3 _ O - - - rn -- — -- -- _ _ i n - p T { s` `CN - 1 , __ f W�ST Q TC I ' ao A G - - - .4 } - - - 7. 07 - _.. - ._ - - - D FS 0 0 ED T T � - - - _ - - _ o0 - _ _ Z tf) � t � 'I - - - - - - - - - _ 4 } - z - - - - - - - - = 5 - - - - - - -- - cam- - • - cv - m CL - - - _ - - -- GR - - DD 4 CZao _ o .rn ... cs.I o - Z to - I r- Li + _ - i I U I N # + i - - �a - - - - - - - - - - - - ; _ s :a e - - - - + - -- _ — - - - 6 _ t� _ _ IL - - -# - _ F- �. 7. 2 - - _ _ - 4 t" N - rj a - - - t Q # -, __ _ : _: m � GAD —. --- - - t , , tt W - - _ . _ k __ _ . - 1 _4 1-H � _ Ra a ED TC - - - - - - - LL_ a _� - - - - - -- _ U UE 3 � - N o ai - -. : . - - - - - - - - t - - o - - - _- - _ T N G D 3 - T -. - A E - - - = - -- - - - - - _ _ _ _ - - PROFILE _ - - -- --- - --- - _ - - -- - - __ HORIZ• 1 20 _ _ _ _ — : VERT: 1 4 1 2 3 1 2 3 STREET NAME SIGN & POST 27 30 30MIGNONETTE ST. STREET GRN & POST 27 12' 1 s' 18' 12' SEE CITY DWG. 863 s 27 9 28 ' I I 20 c-§J a �� I g 21 9 CONSTRUCTION NOTES - -. - - - 4 V- 18 7 0 1- +N 6 2 'Fw6 °D p I N �y1a— CONSTRUCT 4 A.C. PAVEMENT OVER 4" C.A.B. PER + 18 I I I0. �� CITY STD 100-A ECR 3�j. 87 9 ( I + N a �}L 1 2 / 1 9 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD i = � 1 +17.9 ' DWG 104, TYPE A2-6 } �6= `Li ECR 6 2 — CONSTRUCT VARIABLE HEIGHT PCC CURB & GUTTER PER � \�S 7 18 ro CITY STD. DWG. 104,TYPE A2-8, 8" TO 6" CURB FACE 1+00.00 - CHA1J E CT. ! wI -7 ,�g��P�' 6 CONSTRUCT MID-PARKWAY SIDEWALK PER CITY STD DWG. 9+90.56 - MIGNON I oo 000 y ''�j.42 ._....:. �� _ 18 I wI - ( 1 �\� �P 103, W=4 •.•. . .'. . . . •.•.•:•:•:'. . ••.•.•.'.'.•.• CO :•.•.•.•:•. - I o . .............. CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD g 2 1+ 0. CATHEDRAL' 3 / DWG. 102 •o°'0 1 v. .'.'.'.'. ::: ::::::::::::: :: ::::::: .00 12+69.56 - MIGNONETTE j I �tj=�2 : :: ::: : _ 18 mix. � . .. .... . 18 19 a°'o I 4 2t. .'. 8 �. . �. . . . .. .. . I �, 4 : a— CONSTRUCT PCC CROSS GUTTER & SPANDREL PER I — ---- .. .'..—-w:. . . •---- . . . a :'::'. .. ........... .. ..... . . .. ..'. CITY STD DWG. 106-A w 6 16 16"H1 g 18 . . 15 I E 9 CONSTRUCT DRIVE APPROACH PER CITY T ................ . ....... . ......... . . .. ...... R 64 _ .. ... � � S D. DWG. ..... .... . ...... .. .:. W:.—.•.•' . .. .. —. — .—.. a4 1 — _ . .... �o l 01 A, W 12 1 o I o. .... .. •b. w p 06 a y . . . . . .. . . . . . . . . . . . . : ''. N 25 ��.. . ...... . . .. �, 15 PIAL 15 ADJUST SEWER MANHOLE FRAME AND COVER TO 8 � . A ..•.•.•... . .. .... .... . •.•.'.•.'.•.'.•.'.' ' '.•:• 3:'. .' N :T . ..... . . ..... 18 GRADE PER CITY STD. 323-B ...... .. .. ... .. . .. . .... I g p .•.••....�+ - INSTALL STREET TR 92':3E} 18 i ......... 3 EE PER NOTES AND LEGEND 1 I I' . .. . ...... Z.. . . 1 tk ..:.RADIAL. P.T... .......... 8 ... ...... ON SHEET 1 —I .......'�' .. .... . ...... ... ... . ...I.. ........ G' . ........... ;� cam'': &_ INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE, ....... :�'. _....'.'.'.'.'.'. ',RADIAL P•T:• 18 y '.•'••'•'••'•'•'-;• PAID AND COORDINATED BY DEVELOPER 4 3 b I ... ... ;' 27 CONSTRUCT STREET NAME SIGN AND POST PER CITY ::::: ::::::: 4 A : ::: ::: 3 :::' '/ STD DWG. 401 , + 7 >> 'Qq� o 18 10+42.11 6, �3 0< 1 g - I 7 S� q�/ �X y BCR � ( 1 g 18 q� F BEAR C �1 0 2 SCALE: 1 = 20 O �� 6 _, 24 q /13+21.19 C; 6 so _ /30 p5' g DESCRIPTION OF REVISION DATE APPROVED AVE E � 18 �_ U� I BCR N a w - 6 CITY OF RANCHO CUCAMONGA "W— -` 17 ,0+4595 E I ( N_ N STREET IMPROVEMENT PLANS BEAR CREEK AVE. � � � ' I 9 1 9 ♦ ` ( # I ►� � � �� ' � ° Gi 23 I - for 22 I I ± N 9 9 16 15 TRACT NO. 15730 MIGNONETTE ST. CURVE DATA 12' 18' 18' 12' CATHEDRAL COURT and CHAUCER COURT SEE CITY DWG. 863 30' 30' PROF ESS i 0 �� Service Alert Q R � L T �o oNo J. q q� APPROVED BY: / DATE: v y „ �� << �"� CITY ENGINEE �(�� RCE NO. 2 53 a y CO TOLL FREE 2 38.00' 260'38'8" 683 30' 65.30 �Q 9�o z DESIGN RECOMMENDED c� 0 3 m SC N ALLARD EVGINEERING 071 L-,y_y, 1-800 3 30.00' 130'35'49" 68.38' 65.22' w ni Civil Engineering - Land Planning cc r� Exp. 6/30/2000 DRAWN 6101 Cherry Avenue SHEET 422-4M CHAUCER COURT 4 38.00' 261'1 1 '38" 173.23' - CATHEDRAL COURT F Q- SC N Fontana, California 92336 2 4 Tq CIV 1\- �� (909) 899-5011 Fax (909) 899-5014 OF CAl R.C.E. N0. 36052 11N0 WORKING DAYS BEFORE YOU DIG F OF �F� CHECKED DRAWING NO. RJAZCITY DATE 2 12 �� FILE NO. 1 11.03.02 1589 Sheaf �� Filename: C:\DWG\11103\15730ST2.DWG Date: FEBRUARY 12,1997 rr -• ' - + - i -. - i / - - -- _ 1 - - - - - -- ' - i - + - -� t- - -. - - + - - - I I i i 1- 7 - 5 - - b - - - - - 5 C - - - j8"46" C TAN - > 01 _ - - U U w- U Ci - b ca - - - U h Oo OQao tD Cr) - - - _ - o -- _050 _ _ - - _. ee C) - - -m - rp i 1 45 , JL ItI +n l.- 1 o , O r i ��-. _._ _ _ +-- -- - _ _ __ - -�--- - -- : � �--- � _ - - -- --- --- : _ o - - - - 1-c PROI>OSED WEST, r i 1 T N GR QE v - A G A - - - M FSA 41. - - _ t�6t- - ROOEDESV _ _ _ : _ - oiS D. � o v = - - - - - n - - - - - - - - _ - - w - t� - N t.z u-, � - - - - - o ¢ - - - - - - - - - - - - - - - - o - u7 - _: _: -._ - - - Orj }— 1 . N 1 t - __-- ----- - i - - - -- O -- + a _ r.- b C 5 1 t i A I U _ t 7, 2 = � o , - �n a 6 ,Cf TF�AN _ as +n o �, _ o _ _ - _._: • t° o - - - - - - - _ - . _ .. v o _ :5 i N0 4 � - - w $ # x + T R i 1 oo # a ; N E - - - - 4 TN RD j o _ J IAN GR p - -- - - - - - - - E _ - - i _ - - - - - _ - - - - - 20'— I VERT:_ , 1N 4' Li I 1 2 3 1 2 3 STREET NAME STREET NAME 27 SIGN & POST 27 MIGNONETTE ST. SIGN & POST O MIGNONETTE ST. SEE CITY DWG. 863 SEE CITY DWG. 863 3 9 -7 � 9 6 ' I 9 14 9 / I ; �\ I ® . �� CONSTRUCTION NOTES 1 I00 CV � 0. o / I I I �rn 18 CONSTRUCT 4" A.C. PAVEMENT OVER 4" C.A.B. PER 5 CITY STD 100-A +ao 1 Ir-001 w +7 LD L` 18 O CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD - Ij N 14+96.88 3� �; 18 O _ � ECR 6 09, «y1 DWG. 104, TYPE A2-6 +o �s ECR 6, 9 6 30' 0l ' g ��"� I _ } O �o� ♦sem Al CONSTRUCT VARIABLE HEIGHT PCC CURB & GUTTER PER 00 ♦ � 7 i \� � �. ♦ 6'' � ��0 O CITY STD. DWG. 104,TYPE A2-8, 8" TO 6" CURB FACE III ♦� 2 •SPO I 12, CONSTRUCT MID-PARKWAY SIDEWALK PER CITY STD DWG. °° 3 :':' ::.':'::':::'.. . 103, W=4 o :::::::.: �� a— ...... . CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD 6, 1+00.00 - REMIE CT. o 0 3 ....Q �.T..... ........ . ............. 18 DWG. 102 1 +00.00 - 61RBY ... . ... ...:::. 18+27.56 - MIGNONETTE '� ;r :... . . ::::::: .:....:. 1 .. .... . ;.. rn .. _ Ii �'' 2 . ... .. . ' 19 CONSTRUCT PCC CROSS GUTTER & SPANDREL PER 15+48.56 MI ON :'.•.•.'.•.•.•.•.•.'.•. .....'.'.. 18 ,�, coNl Ory 4 '��:: :::: ::. 1�..: CITY STD DWG. 106-A . .. . . . ...::. . . . . ::.::..: 4 ... . ..'.'�.'. . r 19 I _. 9CONSTRUCT RIV APPR P R TY W . .. .... ..... ...... ..... . . w DRIVE APPROACH E CI STD. DWG. o' _ , { --�1'. . . ., . . . . . .. " 101 -A W-12 o, NOF0 1 O' 1 g. cv: . • ••- ••• •- •• - •• - IA ,' " 5 ADJUST R MANHOLE FRAM AN R T A DJUS SEWE OLE E D COVE 0 R o . .... . ... o .._ . . 2 E GRADE PER CITY ST 3 0 - ' 9 D 23 B • � RA 11 IA 1E. . .. . ... O. 18 INSTALL STREET TREE PER NOTES AND LEGEND .......... 6. . R. PT: �'.'. •••••••• AD1A,t. •Q ON SHEET 1 ..... ... 4 �'}92;2Q. .: 3 19 INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE ;I I ......... .. .. ... 0-- 0. .. SCALE 20 •1 8 -- f7 ...'. . . . . . PAID AND COORDINATED BY DEVELOPER - -- , . . . t::.:...:.....:..... �,. I . .0._._...... ::..•••• / 1 27 CONSTRUCT STREET NAME SIGN AND POST PER CITY 4 ` 0 18 .':.:::. ::::.:_...:: 3 /b� ` I F STD DWG. 401 T SADDLtBAC (T-1 2 ' 18 gp�g26F' PLACE 7 18 18 A� - , I p'4 18 6, 16.4 1 g CIN C, G +7 • �4' 3 DESCRIPTION OF REVISION DATE APPROVED + 1 +00.23 10, - x,30' 9 f BCR 4, g rn _ �, g 6 ®� SCR CURVE DATA 15+80.4'5 - I �-� ' t� - CITY OF RANCHO CUCAMONGA SADDLEBACK I �66 h 0 R D L T ca 1 I =±� �� I STREET IMPROVEMENT PLANS +� �� I rn, O + I� 30.00' 130'32'30" 68.35' 64.14' oo �: 9 9 for 9 2 38.00' 261'05'00" 173.16' - I r� 2 9 3 30.00' 130.28'30" 68.32' 65.04' • TRACT NO. 15730 12 18 18 12 12 18 18 12 4 38.00' 260.57'00" 173.07' - REMIE COURT and DARBY COURT 30' 30' 30' 30' QROFESS/ON APPROVED BY: � ` � DATE' J A*i ��0 ONO J. q� q� CITY ENGINEER/!ir'CGGf, �� RCE N0: 24953 ALLARD6NGINEERING gr �� Fti DESIGN RECOMMENDED 4 Cat TOLL FREE I.' . 36052 m N Civil Engineering - Land Planning -�$ �� 1-800 �'� 4 d � DRAWN 6101 Cherry Avenue SHE REMIE COURT E 30/2000 BDM Fontana, California 92336 3 4 42-2-4M (909) 899-5011 Fax (909) 899-5014 OF C t L IV '9 CHECKED DRAWING NO. TF O� R.C.E. N0. 36052 0 TWO wo�cnac or,Ys effor� You olc F OF CA1- RJA/CITY DATE �'' 11-1.7 FILE N0. 111.03.02 1589 Filename: C:\DWG\11103\15730ST3.DWG II__ec 43 $ � Date: FEBRUARY 12,1997 , 4 . : i► _ , _ - - i - O S } - - - + - m _ - _ - -._ .-._ __ - _ - _ .Ifs U __ - � _._ _. _._ .._ __. - - - - _ . v M L r -- - - - - - - - - — co uy - - i - - - - - r� r t3 = - OW .: :- - _ ... ...- _-- .-__ .: - __ EIS IN 1- 8 � 1. - _ _ - : __: _. _ _ r _ _ � w - - - - - 1. LO . _ - (D Ln _ c,rr 0 � z - Ln 414 -4 _ o - - _ _ 0 _ _- - U 1L - - r I I i tr? v 1 } fV - - - - - �-- } re T-7 m _ - - - - - - F `18'� R P 2400 _ - -- - - 0 CO - mtrm rn , — - - - _ A _ - - - 4-7 CO STR FF 10R " t A _ _ - - _ t - - - - , - - - - - 1 - 1 1- 4 : _ - PROFILE - - - - - - _ _ - - -- _ - -- - --:: HORIZ• 1 20 - 4 10 11 12 13 14 CONSTRUCTION NOTES &- CONSTRUCT 4" A.C. PAVEMENT OVER 4" C.A.B. PER CITY STD 100-A REFER TO THE L.M.D. LANDSCAPE IMPROVEMENT a— CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD DWG. 104, TYPE A2-8 PLANS FOR TRACT 15730 FOR THE LANDSCAPING AND STREET TREES ALONG 5� CONSTRUCT PROPERTY LINE SIDEWALK PER CITY STD DWG. 103, W=4' MIGNONETTE ST. 26 BERYL STREET 7� CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD DWG. 102 SEE CITY DWG. 863 � SCALE: 1 " = 20'-0" 11 W EXISTING R1 SIGN 30' 30' 0 10 T- N a— CONSTRUCT PCC CROSS-GUTTER & SPANDREL PER CITY STD DWG. 106-A 12' 18' 18' 12' r'' m a cn 10 CONSTRUCT CATCH BASIN PER CITY STD DWG. 300, W=3.5', V=4', H=4" r: LANDSCAPE MAINTENANCE DIST. EASEMENT v = _ U J F- + m SE LMD PLAN _ - 1 1 CONSTRUCT LOCAL DEPRESSION PER CITY STD DWG. 307 CASE "A" I I � - 1 2 19 �t w ♦ �; ;� � .� 21 'n II EXIST:<4I4YL' St. 19+50.87 - _ (6 g o 1 1gOVEMENTS, SEE 12 REMOVE EXIST. CATCH BASIN iECR _ N + w — + I DING. NO. `359 UC 1 4 4 w cv + w 5 o _____..__.--_-- ----_-- CONSTRUCT 18 RC 20000 _ _ _ to , o� o II N � NO 6 46 , o- - -- - - - 14 REMOVE EXISTING A.C. PAVEMENT - ,� , t, - EXIST. S.W. -iSQ, - - - - - - - - - - - - °p 8 17 16 SAWCUT EXISTING A.C. PAVEMENT TO STRAIGHT, CLEAN LINE, MIN. 1'-0" FROM EXISTING EDGE EXIST. C & G 4 - . - -- - -�r --^ ----- -- 17 REMOVE EXISTING TREES - _ - ro1 :.:.. .: ::.: .:::. - ..:• J INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE, `� f `14 2 ' PAID AND COORDINATED BY DEVELOPER N _ � �' 1 14 2 ( �� 1 16 `� EXISTI bG 8" �, `_- of 1 1 +00 N 00'3 '3 12+00 EWER ION 13+ 20 RELOCATE EXISTING R26 SIGN & POST 10+00 + — � 100' 4' �OLID YELLOW %� Oso � orO�� 4' BROKEN YE L ❑W h1 �� 21 RELOCATE EXISTING STREET NAME SIGN ON TOP OF R1 SIGN TO STREET LIGHT STANDARD w o0 O �� — — S —ao — F ao — — — — — — — L — — 8"W — — - 8" — — — — 22 REPAINT STOP LEGEND AND LIMIT LINE — — — — — — — — — 12"W - — — — — — — — — —12"W _ _ _ _ _ _ _i _3 - INSTALL TYPE N OVER W57 SIGNS -SD - - - - - - - 3 5TSD- - - .. - 23 ► --_ t� 13+ .39y - TR. BNDY 24 REPAINT CENTER LINE STRIPING PER CITY STD. 133 23 10 Q EXIST. A.C. BERM - IMPROVEMENTS V @I-- RELOCATE R26 SIGN TO NEW STREET LIGHT & REMOVE EXIST. POST 26 CONSTRUCT CONCRETE COLLAR PER CITY STD. NO 329 +72.30 CL BERYL 20 0.00 MIGNONETTE -.E NG 3'x5' RUBBLE _ _ -- -_ -• - ARC TORM DRAIN _ DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS TRACT NO. 15730 BERYL STREET LEGEND QRpFESS/pN APPROVED BY: '��,,_,,DATE: S2 J� �' � � CITY ENGINEE RCE NO. 24953 REMOVE EXISTING A.C. PAVEMENT 9 2 DESIGN RECOMMENDED CURVE DATA SCN ALLARD NGINEERING � ? 60 r� Civil Engineering - Land Planning 41 R D L T _. ..... ul 3 e1^ rT► 6101 Cher Avenue 6/30/2000 � DRAWN Cherry SHE 1 27.00 90- 10'1 1 " 42.49' 27.08' CONSTRUCT 4" A.C. OVER 4" CAB Exp. BDM Fontana, California 92336 4 4 kp �Q- (909) 899-5011 Fax (909) 899-5014 OF C1 L CHECKED 36052 DRAWING N0. F OF CA1- FC� R.C.E. N0. RJA/CITY DATE ,�Z- 4 FILE NO. 111.03.02 589 ,3heef 21 /d Filename: C:\DWG\11103\15730ST4.DWG Date: FEBRUARY 12,1997 r