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Home My WebLink About1837 VIC I M ITY MAP 6rmrm Notes 1. ALL WORK SHALL BE DONE IN ACCORDANCE W17H THESE PLANS, -HE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BASELINE ROAD BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT i? Pl AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. PROJECT SITE FQ�� w7T3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL = SEE SHEET INDEX MAP a BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM STf EET HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. PLANS 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING MILLE^ AVENUE DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA �h EASEMENT OR RIGHT OF WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL 0 CON51"I'<`UCTION NOTE5 & 5TIMATF, OF QUANfITIF5 : THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. � Q pQ Q 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE O� w 1 CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. N0. 104, A2-8 6240 L.F. CONSTRUCTED PRIOR TO PAVING. �X15�"ING SU�V�Y MONUM�N�"A�'ION 25000 S.F. 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND FOOTHILL 2 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. N0. 103. (RT 66) BOULEVARD I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND 3 CONSTRUCT ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. 10 EA./1600 S.F. WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND OR SURFACING. ARE DESCRIBED AS FOLLOWS. �4 INSTALL REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 134. 7 EA. a 1) NO EXISTING MONUMENTS TO BE DISTURBED DURING CONSTRUCTION OF `-! 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING 05 CONSTRUCT RIVER WASHED GRANITE COBBLESTONE ROCKSCAPE PER CITY OF RANCHO CUCAMONGA 1850 S.F. ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT z THIS PHASE OF DEVELOPMENT. PAVING. 3 STD. DWG. No. 542. w110.000 SF 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER &-- NOTES, CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE AND COMPLY WITH GENERAL LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND ARROW ROUTE NOS: 9, 10 AND 18 HEREON. EQUIVALENT OF AGGREGATE BASE. INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO. 401-A AND 401-B. 7 E.A. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE 7 E INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. 6 EA. STRUCTURAL SECTIONS. APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. 6 EA. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- 41 40 39 38 37 36 35 34 33 32 31 16 9 GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS 42 15 14INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. 1 p 43 CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, 29 EA. 12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR EE SH ET 5 LO 30 17 (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE 44 14 EA. FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. / ►� w i v w c i w Bei w v � 1 1 ADJUST MANHOLE TO GRADE 45 ___ ___ -__ _ _ 29 18tr�__ DR' 0- ADJUST SEWER CLEAN-OUT TO GRADE 2 EA13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING 24 EA. A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 46 W 28 19 13 ADJUST WATER VALVE BOX TO GRADE. OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. \ 73 72 71 70 69 68 67 66 65 96 EA. 1 7 INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND HERE-ON. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NUMBERS 401-A & 401-8 SHALL BE CONSTRUCTED 47 74 0 27 20 AT EACH INTERSECTION. 34 INSTALL W53 "NOT A THRU STREET" SIGN ON POST PER CALTRANS SPECIFICATIONS. 2 EA. 75 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF i 64 26 21 = 11 88 EA. ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS 48 76 W 37 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 101, TYPE R-1. SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 10 (SEE PLANS FOR WIDTH) 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 81 82 83 84 85 86 87 63 (n 25 22 CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 49 LTJ 77 80 W 43 CONSTRUCT 2.0' HIGH CONCRETE BLOCK SLOUGH WALL PER RANCHO CUCAMONGA STD. DWG. NO. 605. 20 L.F. 9 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO LLJ 79 S E E 62 24 2 23 55 CONSTRUCT WOOD BARRICADE PER RANCHO CUCAMONGA STD DWG NO. 131-A 2 EA. THE START OF CONSTRUCTION. I 50 8 78 EE 18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES ' -- ------ ALLEY - THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN ESTIMATE AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING GRADING __ OF THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HERE-BY NOTIFIED TO PROVIDE HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. TO THE SATISFACTION OF THE CITY ENGINEER. _ -( = PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 58 59 60 61 PFt ) 57 1011? 1 2 3 w 4 5 6 7 (818) 969-7911 51 52 53 i 54 55 ,56 O�i P' `W MR. BOB STALLINGS A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT V) ISTREET TREE SCHEDULE FOR BASELINE ROAD CONSTRUCTION B. GENERAL TELEPHONE 1-800-483-3000 s s - - GROW MILLER AVENUE _ _ _ MILLER t AV E N U E- SYMBOL STREET NAME BOTANICAL COMMON NAME QTY. SPACING SIZE SPACE C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. SEE TR. 15711 -1 STREET IMPROVEMENT PLANS, DWG. NO. 1693, SHEETS 1 1 , 12 & 15 PLAN LEGEND / 216 N. EUCLID AVENUE 1-800-427-2000 COMM. LOIRE VALLEY DRIVE PISTACIA CHINENSIS / CHINESE PISTACHE 34 30' O.C. 15 5' ONTARIO, CA. 91762 PFOJ�Cr 5H� F-r INP�X MAP T.C. TOP OF CURB (AT FACE) GALLON D. CUCAMONGA COUNTY WATER DISTRICT (909) 87-2591 9641 SAN BERNARDINO ROAD 4 F.L. FLOWLINE RANCHO CUCAMONGA, CA. 91730 (909) 483-7440 ENGR. DEPT. N.T.S A.C. ASPHALT CONCRETE TUSCANY PLACE BRACHYCHITON POPULNEUS / BOTTLE TREE 10 25' 0.C. 15 5' E. METROPOLITAN WATER DISTRICT (MWD) (909) 593-7474 GALLON 700 N. MORENO AVENUE F.S. FINISH SURFACE LA VERNE, CA. 91750 60.00' B.C.R. BEGIN CURB RETURN F. ADELPHIA COMMUNICATIONS 909) 481-1115 FIRESTONE DRIVE PISTACIA CHINENSIS / CHINESE PISTACHE 6 30' 0.C. 15 5' 1205 DUPONT ST. PORTION OF REDHILL �GU►{. {.7� E.C.R. END CURB RETURN � GALLON ONTARIO, CA. 91762 ) 12.00' 36.00' 12.00' B.C. BEGIN CURVE G. CHARTER COMMUNICATIONS 909 987-6275 "LAw4�1b1 11a . 1493 54 r-ur3 1 � 11,11 i 1f c� I� E.C. END CURVE DOLCETTO PLACE SOPHORA JAPONICA / JAPANESE PAGODA 4 30' O.C. 15 5' RANCHO FOOTHILL UCAMONGA,DCA 1901730 �909� 880-0222 1 Pt�l�s�c►,l Sf��L�. p>e Cat41 vertq A P.R.C. POINT OF REVERSE CURVE TREE GALLON 5.50' L 6.50' 18.00' 18.00' 6.50' o 5.50 P.C.C. POINT OF COMPOUND CURVE � 19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION.j►� of T,.KS pv►�. } mGR. BRK. GRADE BREAK MALVASIA WAY BRACHYCHITON ACERIFOLIUS / AUSTRALIAN 30 30' 0.C. 15 5' 20• WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET w m 3 CENTERLINE FLAME TREE GALLON PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). L, u_ z 0 2 0 Cr 0 2 O FIRE HYDRANT PINOT PLACE QUERCUS ILEX / HOLLY OAK 12 40' 0.C. 15 5Li ' 1 w I 6 1 ® WATER VALVE GALLON 2�� 0.20' � LEVEL - - 1-70 -LINE- - 1 El WATER METER SEWER MANHOLE STREET TREE INSTALLATION NOTES : . .. f STREET LIGHT NO�IC� TO CON�.AC�"OI?, • 1. ALL STREET TREES SHALL BE PLANTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STANDARD PLANS. =69 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY SOILS REPORT SHALL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN R TI=5, BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO TW /� �}'� I BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW I i F ICA- 5I FIFF-r 5�CfION: ro�c�ffo PIS 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEERING DIVISION PRIOR LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE TO AND AFTER STREET TREE INSTALLATION. PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. -- - - - - - -- PROPOSED VARIABLE WIDTH LANDSCAPE NO SCALE EASEMENT TO THE CITY OF RANCHO I 4, STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS CUCAMONGA. W=5.00' MIN., W=16.00' MAX. UNDERGROUND SERVICE ALERT: SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND 88.00' I THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE 60.00' o EXIST. IMPROVEMENTS PER TR. 15711-1 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS". CALL TOLL FREE 12.00' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS 64.00' 12.00' o- 12.00' 36.00' 12.00' >_ Q N PROJECT BENCHMARK: 1 -800-227-2600 z COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF a Q _ LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY 3: II w n CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165: ORDERS". L, 5.50' 6.50' 32.00' 32.00' 6.50' 5.50' O o a Uj 4.5 7.5' 18.00' 18.00' 7.5' 4.5' = Ln 0 z DESCRIPTION: CHISELED n " ON TOP OF CURB, FRONT TWO WORKING DAYS BEFORE YOU DIG CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB = c� 0-o OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL SITE Remember that the USA Center m O Q MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 00 �� notifies only those utilities belonging to } m m r _ o_ NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER ~ ELEVATION: 1224.855 the center. There could be other utilities Q D Q = U w I U � AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 3 � O � � z 1 O 2' present at the work site. The center will w U w U w O 0 w z inform you of who(m) they will notify. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF O z O U' 0 2 THE OWNER OR ENGINEER. 2 O x O 2 aoa- a- LLJ O - U � wUj Q 2.009, 0.20' 2.00% F. . . 1.70% _. 1 � 2`.. 00 0 LEVEL - - - - LINE 7- _ 77 7:77t7 CITY OF RANCHO CUCAMONGA- - Cverra -- _ p� Associates APPROVED BY. -T- biptn AssociatesCITY ENGINEER Q C E OC 49 3 REC,QMMENDED BY CML ENGINE F3iS • LAND SURVEYORS R-69 0 FOOTHILL MEADOWS SUB1E of SHE 6 10271-B TRADEMARK STREET TI=5, - RANGiO CUCAMDN(iP� �► °"�° t1;Ioe)987.4soe 5 11'U5CANY rL TI=6, R=69 TRACT 15711 PROJECT SHEET 1'� CAI, 1�?��r S�C�ION. �OI�� VAI��Y b��, , FIP�5_r0N� brlIV�, MA-VASIA WAY & FINO-' COU�1r TWICAI- 5FCTION M LLFF AVF , 7 ,� a,. BY / DATE BY / DATE EO �� 0 DESCRIPTION OF REVISION DESIGN CITY STREET IMPROVEMENT PLANS DRAWING N0. NO SCALE NO SCALE R.C. 29224 EP03.91 ENGINEER APPROVED I TITLE SHEET PROJECT SHEET I OF I I I a . 1 t a r 1 ♦ 1 � : ♦ l- - -4. -4 � 1 -.1. -1 -+.. + 1 � 1 . i A i 1 - -AD00 V.c. I Ii I ! I 40.00' .C. 42.3 G I i Ic IPV.I.=1246.6 42.44A lop ' j a U I-3 i 1 i 6; 4i P.-L 1 45. 0 ci 4 14 4 4 o Q . _ p - ki 4 OK I r U !� 4 42.7 p L I I I d+ ki ,� ,� 40. 0 C. 2.1 I I I o M I b y �? m cji I �. _ Y,L=1244,40 P.V.I:-1242.50 Cb. LENGTH ci > o tp o + N M m „y r 4? m 40,' V.C. W + N �a1 ' it P.V.I -1243.57 o ,.� o m t N w b oq o t, M cj k) i ci d cd cN ral ►t ao L ., �--- - - 1'V.l i 74T>;8 - --. I- - : m p p ^ m cd rn I U ki I> _ loo +-N d Vi tG tri tp m U ti 4 4 0. icyT.C.- .. v I o I + N 1.11 00 + N d d `� 4 4 �m j PROP.' 1 I sx N N o + N I I Z w ~ 4 U. - ►.i r O ^ ^ d + Ov + N °'' N N rn ! d ! O m N I L o + d ,r r, rA n p f (y ko �! UI , Pl t d v tolU KJ U _ 1 ..+ d , - -_. 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I I l 1 I I ,NIP ! 1 I 1 N i --t -- -- - - - - - -- - - -- fi I fi t 1 s50t + i I I C• i I I i 143. tl 1 1 r - - - --- - -} - r - t�d.�h r -� - - - - i -� CURB t1=1JGTNf - �cZil - _ � � ti I i� f t - - baAl P(�• - - 1 -1-- P.V1.=145.40 1 1 I Im -- -� " 42.41r - V>j - 1 � ` ►ti I I w I i I I I p t o o I j 1 o(CURB LENGTH I4 I U O M D: U Q -_ : > aj o ; MO d M h I i O ! , ! :VIS i U j OD n + N d O 1 (j m I I w O O i j + N i M I U Li 'U 1 1 + I M i d POP'' TIC. i i r + N rn r � i 1 T. I I i 1 � i I + N � t R fi.CI' 0 o 0 1 M' y1�'� M - i n M I pr � rh I P. .I. 242'21 co d W U I U O d + + N + d + a d d d ^ O m N tJ vj O � la • N d d + +NI d i r I H : I , i i to O _ t > > i d W ," , I w ;. ; o ,n I 0.06 I U Of M 8 N f...; U _ - , 1 I , I + N O M p O u7 d O f 1 p o I� + N d �� I I O O' M V) I + M N j + N I 1. + N N I D x i i I I I I I , I I I i I i i I , : I : I t• I I I ; I I I I t 1 I i I I I i I 1 I I ! I , I 6�►. f+t I ! I 1 I ! I I . , : I I I PROFILE SCALES: I HORIZ. : 1 "=40' I I VERT.: 1 "-4' I I - , i 3 4 � f; �' 3 9 1 0 1 1 1 ' 13 SEE SHEET 4 OF 6 SEE SHEET 6 OF 6 SEE SHEET 3 OF 6 MALVASIA WAY 63 PINOT PLACE TUSCANY PLACE ,_ I 83 84 85 8711 25 22 i ; i ; ; -�_ 1 81 82 86 1177 80 37 37 37 37 l l, - - � Il � wN 49 f / 1 1 37 aI I I o I a I I d o + 1+59.8b 37 I 79 3l ' �: i o 1 10 v o I i I 1: 10 C 2 U i c_il -'^ a 10 , Cb St0 W=16.00 t' 37 1 a I o co L; c5 v ci V w 8 * 1 -__ O° n I W � C.L. D.A•, �- -- -- 2 23cl 3� 1 a �p (c� �o Q,o $o Np o 3 Oji 3 rno V ' C', O N ^O p 0 O O C O 4/ v; TYP. J t8r I j7 a U J U N cv +N + o6`� 4 c-A vi c-i TYP. o co rn J u� "' ^} rn J ,n U d0 (p �o- N� M M"' < i , I + 17 t0W + LL 1 i 10 I a o �o +il +III 2 + n + II 17 + II coo En + -- Q J No acv m3 ro3 h3 n3 ao3 2 rn o ±Q J N 7 I TYP. t' M a'. - - - N > cJ - - d - ++ ci ilI dOIS I � J o ^ o i� ri3 t R5. p 34 J �o n 17 + 3 _ r 6 8 W ! j U �n I` v c;, + n __ \ `~ Sir Cb. cr Q 50 1:16- - v m 11 rn$ d _,,_ � - _ - _ _ _ _ __ _ _ °°�3�c 23 C sto. 1+21 5o > 78 a TYP. W I r n m v d'l - t - _ W- 0 - ---- _ - - I R . : �h j, r t R� 18 ��6PG d �R C ; ,> RPG �` G-' ryc ��oy 11 D.A. 16 0 37 ---- W o 0 0 ,n + a' 11 t 5 16 j 2 l O j P�> 0 , 6 / ao R " Z °� 't RRA a° 4 1 eAtl o1 S 2c o 0 0 t 7 0' 3 _.--- I 3 v N M ^ M'� R 6 _� N.89'56'04"E. - R - _ - - 9 N �`J - - 9+265 END t i 3 1r` 11 Q 2t 2 - b 45.4 St. Lt. 10 J,m + „' ` +' - �n° S°� 17 R�. ., ROCKSCAPE �A s`' ^ - eA �� ` 1 ` Cb. Sta. 1+00,87 -- i JF ovr 2 + �� I PL 11 F� 13 1 N ;o o 1 13 11 t ;t ^ 13 ► U I _ a� kh a' 9 W C) t t f 1 - - - - --- -- - ,��R. R� 9 t gyp`'F� 12+60 0 i B"W , o. e� --- 8 Vd 20 �9 �, R 13 V 6 C. a a 6 - 7 qC Rk ACS L. of I _- _ 4� �}� T �_ s� _ -_ ��. I Yt \ T DR. RE V +ice -t - -- =� �R� 1 1 �c m, - T 12 13 " h ti� -- \ Cb USCAIyy p 1+QO OOA LEY olo -, + 11 e`a b I L 6Ro�1 I /' C L �/o Qx LACE C.L. ON.89-56'/ _ � � . 0204"E. 13 i -.-- - aa o 2 C o oI �' o e F of JI o R � 34c�- a 2 1 � 0 1 R R R T \ Q .v '; a m w ``' N J �� c i C S 0 37 , o z � a z 3 K F bc� a x fo 55 R�6aR� I eo i C✓ 13 \ + Rti�ti�� i �5 TYP. cv .n n in w rn a z o cv RSR a o 1 7 O O 8'W ® - 1N• U coo 'a to r z 17 cr) ^ rn o >,a a �,; a o 4 x 1 M o co Y ROCKSCAPE TO E IN TA LED PER C TY J ^o N o of J S> E v Cl o °o w o TYP, k P. N o _c0 lo U � STANDARDS BUTBWILLSBELPRIVATELY I TYP. �c`o ^ N`o -� v rn 3 8 m = rn co `/ ly _ + _ �� J o+_ Mcc c0 (0 CL+o W MAINTAINED � +I� + +it o ci o, ^ m U a 6 0, o o ,,,� 10 4 + I Ora J, 1 ^O V ^ m� m M II �� La _,5'.� -. 10.00 -- - Q 02 U a to +u I 3 i co 3 a- 0 (3 0 I Flo 0,3 10.00 r al of m o I �r>3 N N '''U aI MIN. QI 3 n , �2 al o U ' 37 U +o col + �/ v Q a 37 37 'n n �c u o of U of m 5 of 1 7 1 m 1 _ _ olo 3 TYP. 2 0 10 37 � N z J J JI TYP. J ' a ' .I 3� N O T A PART o ^ o J oU a cv v I a ci' U rn o I ao`D a 3 c �o rnl II 37 i'jl w 37 N U ci 7 n �v o +� m d o 0 0 �m no n0 I I r I c7! ,no 00 `n co + u + rnIo 6 ' U o � o ri 3 o N . WW d0 p> J �J d 37 6 V7 � Z 'tp �a� +;`� 51 +`� 52 a I I N o$ ;N N� 'D + II M3 3, 37 60 Y 7 UU N M^ 61 1 2 3 30' b W 3 pl3 ^3 0= 1 1 I W o a l l 10 + I M 3 CURVE DATA SCEDULE 12' ,8' ' �e' 1 ' 4 5 ' Z W .I W 1 37 59 _ ti'.- ANGEti o Uo a 37 I 37 3 N I I 13 W N 3 3 Q 1 37 I 37 58 I ( NO ��C S r ? I 56 57 U ' a �G I �m� oW I I Nol 4 55 I 1 ' --- I 5 I 1 I I I I 3 27.00' 90'03'35" 42.44' 27.03' CONSTRUCTION NOTES. 4 27.00' 89'56'25" 42.38' 26.97' DOLCETTO PLACE 5 27.00' 89'23'58" 42.13' 26.72' 6 27.00' 90'46'40" 42.78' 27.37' SEE SHEET 4 OF 6 0 --- CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. N0. '.04, A2-8. 12 1000.00' 12'41'40" 221.56' 111.24' CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. 13 982.00' 12'41'40" 217.57' 109.23' 14 1018.00' 12'41'40" 225.55' 113.24' 3a- CONSTRUCT ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG- NO. 102. 15 800.00' 12'41'40" 177.25' 88.99' ( 5 } CONSTRUCT RIVER WASHED GRANITE COBBLESTONE ROCKSCAPE PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 542. 16 818.00' 12'41'40" 181.24' 90.99' CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE TO COMPLY WITH GENERAL NOTES 17 782.00' 12'41'40" 173.26' 86.99' O NUMBERS 9, 10 AND 18; SHEET 1 OF 6. 18 27.00' 89'56'50" 42.39' 26.98' 19 27.00' 90'03'10" 42.44' 27.02' 77 - INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO. 401-A AND 401-B. 20 27.00' 90'00'00" 42.41' 27.00' 8 INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. 21 27.00' 91'50'39" 43.28' 27.88' 22 102.00' 8'09'21" 14,52' 7.27' APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. 23 58.00' 109'56'50" 111.30' 82.75' 0 �1 INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID OR BY CONTRACTOR, COORDINATED BY CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. 0__ ADJUST MANHOLE TO GRADE. E- -- ADJUST WATER VALVE BOX TO GRADE. Dan Guerra Di r. R.0 24955 17 INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND, SHEET 1 OF 6. X i & Associates IQ CITY ENGINEER do 34 INSTALL W-53 "NOT A THRU STREET" SIGN ON POST P7 R CALTRANS SPECIFICATIONS. PROTECT BENCHMARK: CIVIL ENGINEERS • LAND SURVEYORS Q SUBSECTION SHEET P I ' FOOTHILL Olt S r-T. . /�, - a^✓, , _ �MARk; �. ��_ �:- 0�7` H '1tA��EMARK SIHEI' 37 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 101, TYPE R-1 RANCHO CUCAMONGA, CA s,7ao 2 of 6 (SEE PLANS FOR WIDTH). DESCRIPTION: CHISLED " ❑ " ON TOP OF CURB, FRONT (909)987-4306 � TRACT 15711 PROJECT SHEET OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B BY / DATE BY / DATE 43 CONSTRUCT 2.0' HIGH CONCRETE BLOCK SLOUGH WALL PER RANCHO CUCAMONGA STD. DWG. 605. ELEVATION: 1224.855 0 20 40 7 v� Oy 0 DESCRIPTION OF REVISION LOIRE VALLEY DRIVE DRAWING N0. 55 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. 131-A. SCALE 1"=40' D IEL E. GUERRA ATE DESIGN CITY R 29224 EXP 1-03 PLAN APPROVED PLAN AND PROFILE 1837 PROJECT SHEET OF irEE-r STATId.1T cv culm STATIO1.111JG f C. ¢LT . I t + 1 ; 1 $ : ♦ i.: S , t 1 I vl- 9 r t s P /6 c�.+P .vG .h' s B• E I i 1 l , i , II 1111 11.1 ?AT mIS T 1 1 sm S ST,�. 4 til C� , - - - - - h IN 'A Ile. ti y ! M V j t 1-- i- - -- - — - - - - -- } 1 0 ti. G lV I I b► a1 4) `s tAA �y , - ---� _ oz - - -- -- - r , , I a t TAiV af • � I Pv�= 4G.7� 11Q + � 4j IN Jt 1 : { 1 j ,\ r j b _ Z 37" I \ j , , : U.PB LE.y r l G N I re. c. ; 0 I I �. • . , -� ?/ ,. 4 `• ! I (A ;a11► �• V ti j ' �9 /BKPT. M11{� } i A 0'!pv '� b, h L O ! S jt rpo llL/!�l i ti--- T ; , ( I �-JA' g�44-n6mlijc'i SA; I 4 Tl - YKOI�'ILE SCALES: _ - •-- - - - - -- - - 1 PROFI LE SCALES : HORIZ. : 1 — t I VERT.: 1" =4 0 +- 1 --- - - -- __ - - - _._ _ — I-l'OIZ I� " 4d ; f { 1 �3 4 5 6 3 4 J Ei n Q Q y PROJECT �NCHMAR& � SEE SHEET 2 �. CII �-:A'., -+ AM �� <� 'v�_�tMAi<K NU. ' 6`;: 40 37 V t� 3� v 37 v 1 DESCRIPTION: CHISLED "0" ON TOP OF CURB, FRONT LOIRE VALLEY DRIVE /O 37 Q 31 V CL1, OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 V 37 �) MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B 37 Q 37 b V o V Q o 37 , ,� tl 37 �ifgp v 8 Q o Q w=/ /8 o.,q W o w Q �' ® q o o a W o U O ELEVATION: 1224.855 6.oo' 0 1V 4 � � V, . �c 3 3 a v 19 a T n' 18 ^ app >� TYP o 3 '� M h • V` 23 ti 22 �; 21 0 , 20 16 0 15 a 14'` CURVE DATA • ��'��S'r,4 = �f'� �'��6. � /r/pro,a �i� � 1? '`� oti o0 17 � � ¢f¢5.02�DA. � �' � h 'i � - 6ST,q 43 y '� ti w=/2 DO' 17 2 NO RADIUS DELTA LENGTH TANGENT 9'�E�O b' ?�a 17 7YP ti 90.31* a17f 34 91 C RA5 !< 4l3�'3/er F/.PESToit/E D.P so.40.01' 33.0.0' ' 34.90' In 11 27.00' 89'54'41" 42.37' 26.96' 18 27.00'--- 13 - 2 �1 - 4fP �mn :. }, F. 1 Q 0'A' 3� \ �� f. , . 1 23 58 00' 1809.56'050" 41 1330' 82 985' - _ �,761401 ' o 27 102.00' 10'00'00" 17.80' 8.92' �ap �� •jtl' / s PROPOSED PERIMETER_ i 1b 6t• .rr 28 58.00' 109 54'41" 111.26' 82.70' _ fZoi �►1F ' 27 �'2� ` w 'D I BLOCK WALL PER - -- 7 2 GRADING PLANS. I /f' SSAy�' 4�w' I / ' i �� 11 i o i oa , r+ , , �. 16 �, /2.00, �,► ��.i - , (► ` a 3 , 4 �,. - 1� `'v! - + i 44• �• '"h,, t �`y. G , b ; � I� .• G• `, I G tti• /i� h 3� 8.8$ �' O // � • �I� - -SL�`- �t�,$f--�- / _ S;I� ,y4 F'' �! f 2 09 O ?,�• 4' ♦ S%af`' c ,54m. 75 f D.A. - � 37 1W 17 9� + 55.00' 50.00' 50.00' 140.25' 3 �f v wr/G.OD �O 30 4 ' R 85.03' tl 3� Nl' 7 55.74' Q e y SZg�f ¢ 1 5 : 0 o r 51. ..' `Z L Z 4 P 24 ,. S/o9 29 EC-'C6 .rr -.BAC'. S f �• ? 3/92.�7 •B.C'•P. 9 0 �, 10 0 , 11 4 12 �s ,�/980.� eC. -C6 S)w _ – — Q `W Q �' O �� c� E .P 13 �2 96 ' l d/ SB E.C.-C6 s1,4 -,4/lE,4D I T. I Q 4 o M O I+r m p s,�` �;. l 3+g2.03 C IZA !? i �p�tf •' �`! `. Q\ ` 0 20 40 I ' V g cu o /2.DD SO 0 13 ` � SCALE 1"=40' v ` v U U m x w TYP a SEE- R 1 HT 37 >✓= 19 $ v o $ b �► -3 FIRESTONE DRIVE 1 � g N z N 37 '^ ,� SEE LEFT ti N, V v mad % Q 37 ti `� 3 M `� �'V h h couC. 13Lock \ \ p h x b g ►� 3 h V U ?.50' �.5c' Sop' W ALc. PER PP616C TUSCANY PLACE , h TUSCANY PLACE w FIRESTONE DRIVE o.s 3 J C 0 N S T R U C T 1 0 N N 0 T E S 0 1p I CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. 104, A2-8. 7-1 2a—CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103. da."' s•oc= 3 CONSTRUCT P.C.C. ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. 102. 6�-CONSTRUCT 3 " A.C. PAVEMENT OVER 4" AGGREGATE BASE AND COMPLY WITH GENERAL NOTES NOS. 9, 10, AND 18. SEE SHEET I OF S. /� T INSTALL STREET NAME SIGN' PER RANCHO CUCAMONGA STD. DWG. 401-A AND 401-8. SECTION) A- A 10 INSTALLSWLUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED --- - ----- - ---------- BY CONTRACTOR, GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. N.T.S. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. II ADJUST MANHOLE TO GRADE. 3 13 ADJUST WATER VALVE BOX TO GRADE. �, 17 INSTALL STREET TREE PER STREET TREE GENERAL NOTES AND LEGEND, SEE SHEET I. _ p� MITOF RANCHO CUCARTORGA w 3? CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA DERBISH, STD. DWG. 101 TYPE R-I, (SEE PLAN FOR WIDTH). GUERRA OC. /y ADJUST SEWER CLEAN-OUT TO GRADE. FESSL�j ,' /• APPZOVED Y^ Q•C,E. zG�9�j3 RECOMMENDED BY: - oN ASSOCIATES ��---CONSTRUCT WOOD BARRICADE PER RANCHO CUCAMONGA STD. DWG. NO 131-A E �� 9 Q CIN EIJGIN ! j 'rE doh CD u U •Y Z CIVIL ENGINEERS ' SUBSECTION SHEET No. 2s22a RANCHO (A 9 ;30 FOOTHILL MEADOWSLn 3 OF CC ,-- (9091 987-4306 LL o TRACT 15711 PROJECT SHEET CC ��qTF O CA`` BY / DATE BY / DATE _ o�- 0 TUSCANY PLACE a FIRESTONE PLACE DESCRIPTION OF REVISION DRAWING NO. Q DANIF F. ERRA R 29224 ..11'. .31/03 ENGI�fi EFR APPROVED PLAN AND PROFILE 115317 U Pr03eCT SWEET o� i t I I fi 1 4 t _T'l , I CU O ^ M ~ + N p Cp B LENGTH CUR LE GTH, o e 4 4 4 m Y_I_c4 P.V.1. 43.D0 A ~ + ;;-t - v n o - o in .n 14 oovi M + I o J.tn c.i "'► v; N; I � .. oo a m � � v �; � �.i O X00 W N �' ^ M M M d N --- to o+ + N., t' } _ + N M � O. OX I y _ TAN:4R.t=3 As% QSNGF - - cj �R�POSE TC. 18 L . o RO 0 EDC T RL NE F. d N t. % ti►� 50. 0' C. o r` 'P.V.I,=1243.77 mz_ - -- -- - - -- - - - - i -- -- - -- - - v.1.=1443.* _ N I P z V U < O .' P O � i I � M t � U O a -- - -- U m o N R P. C. . -- N M N M ^ ++JL Ao + - ry a2. OX + N Y ' 5 x � �-70 I 5.60% RPSE T C. 18 R o M 9� r ti I I I 2.1 o a I CURB LE GTH Orn m _ HOR ti I o v i I e - 1 o in u+� I �? 1 c' U I U U r W U O , I I t I i O H ! U U w H N I _. --+- N CJ d N N + N t 8 X I I -` --ryN + ry}t) + + # N N " N M M M N M X ngi - r,R TAA = CSF.-T57X I Q , I � R P Et TC j+ 18 R 9 I �ti I PROFILE SCALES: PROFILE SCALES: HORIZ. : 1 "=40' HORIZ. : 1 "=40' VERT. : 1 " =4' VERT.: 1 "-4' 1 2 3 4 6 7 8 1 3 1 4 1 5 16 10 37 CURVE DATA SCEDULE 37 al - SEE SHEET 2 OF 6 o Q NO RADIUS DELTA LENGTH TANGENT LOIRE VALLEY 0 _ 50 DRIVE 4i � cv in �i 49 / 1 35.00' 89'56'25" 54.94' 34.96' in M N 11 1 U 2 35.00' 90.03'35" 55.01' 35.04' v M o� *?so � '^ oM 't 1 11 1 Q 3� 3 27.00' 90.03'35" 42.44' 27.03' g W 10 g 91�� I + + ,� 3 I 48 a 4 27.00' 89.56'25" 42.38' 26.97' a � 60' M ^ 5 27.00' 89'23'58" 42.13' 26.72' O 30' 30' En 10' WATER EASEMENT - - l - 13 �0� ~' + v - Q 12' STORM DRAIN EASEMENT ; W 7 m , M �0 6 27.00' 90'46'40" 42.78' 27.37' w m _. 12 18' 18' 12 10' SEWER EASEMENT---_ 1 $. 1 1 3 7 350.00' 89'54'15" 549.19' 349.42' o w v 3 TMP -! 45. 8' TMP. Z n III 2'-1 B"S 1 s 49 17 ^°' V' 8 368.00' 89'21'48" 573.96' 363.93' of 3 _ _ 5 - •89' x �, 47 9 332.00' 89'1 1'10" 516.79' 327.32' -1 III �� + �' m it c �13 �� V 20 27.00' 90'00'00" 42.41' 27.00' Z III a.,°�%F o „+,� 2+74.00 C.L. MALVASIA 6 ! r a ,rte - 55. 0 /// 21 27.00' 91'50'39" 43.28' 27.88' �I� I k� 1 , 'r? PTO ' v / 26 35.00' 90'00'00" 54.98 35.00' 114 1' 110.43 �s y =2+00.00 C.L. LOIRE VALLEY DR. `� s 8�Y 0 0 20 40 �ti' 9 v� -,900' 13 Sgt / O o I+ 26 �� 24 L - 'v+ - - - � g. OF � � I ; SCALE 1"=40' o N.0'0 1" W. �G - $ 44a'' / �% + ^ 4'3 - �' a � 1 SS ;/ / c,• . �: n I i P.r � 20 /� 113 12' STORM DRAIN a --- 5 00 / ��3�ti 46 8'W 6 ' EASEMENT G ." " r P �� \ ► 8 x `` / _ 6 �= , 15+28.14 C.L. DOLCETTO PLACE N.0'03'S6 W. =11+16.79 C.L. LOIRE VALLEY DR. `. - -- - - A - �� -- -� ��-_ �.� - _�---'_ �-- �� ll• C� 9 . W 96 OD .y_._..a0 �O \ m z 0�G Q 2 1,7 3 , TYP. 45 , F �' 1 4' ` co `b0�j� U U D 8? i P. W A Q - I �1, TYP. 1 1 O N o f 4' 21 i of 17 N .� vi of rn 1`L i`� / aa'o 26 ti v 13 P 78 11 ,�� o i s0 �. �. m 3 I 3 77 x 17 P �? V l �M M + p + v 17 \\ �9, `�� M-1 ® Aa�`� 3 n TYP. 0 7 ".� � 4 23 m M w obi TYP. 90 1 i `> 44 OP ��.; ' ^ 0Mo 8< A M 4 1 10 ,� 01 37 a i 76 Q' h'1 ��g �� 32'----1 12' 10 ^8 2 \3 6x '�0 P 44' 34 LOIRE VALLEY DRIVE CONSTRUCTION NOTES: hx�� ' o �k6��1ti SEE SHEET 2 OF 6 Op �, \� 43 ( 1 } CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, A2-8. �'� �,�'; 6. 'r 2 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. o,��yV'� �. TMP- a �x75 3�- --- CONSTRUCT P.C.C- .ACCESS RAMP PER RANCHO CUCAMONGA STC. DWG. NO. 102. �,l' \ G�'' DOLCETTO P 6 ( 4 } INSTALL REFLECTANT HYDRANT MARKERS PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 134. �kg6a ` 1k�� \\ O CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE_ BASE AND COMPLY WITH GENERAL 42 NOTES NOS: 9, 10 AND 18 HEREON. � pP' o l � \ 7 INSTALL STRF F" 'JAMS SIGN PER RANCHO CUCAMONGA STD. DWG. NO. 401-A AND 401-B. MALVASIA WAY ab G6 � �� t \. � a 2 41 74 17 ( g �--- INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B TYP. \ ASO k5�QO g APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. 4a.3sPIC P 1 0 20 40 8 t F S t Bsq � A -4 G INSTALL 5800 LUMENS STREET LIGHT BY S.C.E.. PAID FOR BY CONTRACTOR, COORDINATED BY 2 C SCALE 1 0 CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACIUT:ES, ' (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. / 73 f`S�SIC 11 ADJUST MANHOLE TO GRADE. MP��,H \'\N� 3�F1 � c 6 f a,3 -- ADJUS- WATER VALVE BOX TO GRADE. SSE SN�E� F� i UI --- -- CITY OF RANCHO CUCAMONGA SAWCUT _X S":NG A.C. PAVEMENT. �� Dan Guerra ,. pp� 1 _ OJF_D BY: R.C.E. 4� 3 RECOMMENDED 31. 15 REMOVE EXISTING A.C. PAVEMENT AND BASE MATERIAL.. a OC �SSOC�afeS rQ CITY ENGINEER ��X IL Qom^ DATEpJ�� PROJECT BENCHMARK: _ _ CIVIL ENGINEERS • LAND SURVEYORS I Q �oO�jjj T SUBSECTI SHEET 1 7 MEADOWS INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND, SHEET 1 OF 6. ✓""` FOOTHILL z; iAULMAhS ,SLE 4 of 6_ 34 INSTALL W53 "NOT A THRU STREET" SIGN ON POST PER CALTRANS SPECIFICATIONS. DESCRIPTION: CHISLED " G " ON TOP OF CURB, FRONT RANCHO CUCAMONGA, CA 91730 Q TRACT OF FIRE HYDRANT, EAST SIDE OF E 1WANDA AVE., 0.25 (3009)987-4406 15711 PROJECT SHEET 37 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 101, MILFS NORTH OF FOOTWILL BLVD., NEXT TO D D #�T2785B TYPE R-1 (SEE PLANS FOR WIDTH). ELEVATION: 1224.855 BY / DATE BY / DATE _ +1 F',0 DESCRIPTION OF REVISION DESIGN CIN MALVASIA 'FAY & DOLCETTO PLACE DRAWING NO. D L E GUERRA DATE R.C. 29224 EXP -03 ENGINEER APPROVED PLAN AND PROFILE $3-T PROJECT SHEET OF 90 00 VJr_ : : P V.I.x.1254.15 54.15 i -4 RO�OS DJ.C. 18 LT I I -- -- -- I t__ t t f - _ - - - { -__ { , Ln W i t J_ W r_+ o N i i ^ oN aN oN + N x o ao i+ N. _ CURB_IENGrH V i I I o o G 4 I : C14co M h o n m� ci >06 1 I I ; 4- I + N 1 + d I 01i d H,. F� !r OI j ! I i i r M: 00 �!'1 a0 tO aD do d I I , j j +. d 17 M1 h N i n � I 1� 1 i ^ I ' : i II I I - i I Y - --�......-}-- _tom..-- ---- - --+ , .__._ , +. --. _ �.. _. L._.- --- ! - ' ---_ -� - N'N d.f_ moi. _. _ _ 47L t - I I ��' I L PLV.1.4125E.95 - - I : I 1 � 1 t > 1 RO OSTIAN. = i � I , � � 1 i .c I , i - U + � N NM +� g � i I , -- Go - I i t Nt + N M ! I i P.V.147.61 I v c 3 I + N k I I I n t I i eo 5 i o 1.44 0 1 O CD N d U W 4j V d . 1 n 0 , :N so ! 1 I I I N N , 1. 4% i + P V.I. 125 .15 ' I F � � s , - r 1 i X I I t o i � I I I I ' > I PR PO ED T.01 1 Llf. j Im _ - a l > � n cO r W I i �D O M U I 1 i U M U ---- 4- u') I �o O I 4.20. V.4. I I W '= o � Irnk - i�� i n oo, i N I N I Ikitt 00 U i I I I I I O D I .1 G. i i i 1 � ,� !Q it i I j o n 00 447G 1 o ci i + 1- W +4- O 1 I + N X O of o' �I, +A Awmv op I I 4__ I i M {D ko n i .. _. .. d. N N I I : I i - j • i I I : 1 1 , ! I I I I 1 PROFILE SCALES: G I HORIZ.: 1 " =40' I + - VERT.: 1 "=4' I G 7 t i 9 10 1 1 1 `' 1 3 14 PROJECT BENCHMARK: DESCRIPTION: CHISLED " ❑ " ON TOP OF CURB, FRONT OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B ELEVATION: 1224.855 SEE SHEET 6 OF 6 PINOT PLACE CURVE DATA SCEDULE I I o vC Y�uIUS DELTA EN 'r TANGENT 40 37 39 038 37 37 37 36 035 37 34 37 33 37 32 f _ _ 31 41 37 10 ? CID i�; 7 350.00' 89'54'15" 549.19' 349.42' v o Q o Q o d o d o a kn 0 20 40 1 d o f a g i Q o 1 0 0 l o o f o o f o o f o t0 ;il 8 368.00' 89'21'48" 573.96' 363.93' 37 0 o I o $ I o o f o I $ I I o I 9 332.00' 89'1 1'10" 516.79' 327.32' SCALE 1"=40' 10 d 1 0 o J _ rl.l 10 27.00' 90'05'19" 42.45' 27.04' d o v N W v v N v N in v ;a c� N N v m [ -- 11 27.00' 89'54'41" 42.37' 26.96' o _ r Lo 'n N Ln o I 110.00' J N 11 N 1n II N II n 11 11 II n II o0 II c' 3 I J J c i N n ; d - 3 d 3 r.j 3 c i 3 r.i 3 ao 3 ao 3 n 4 I I `,..,. U N V1 I 3 cV C6 O d 1D �p d n N N N 3 H 'n II + + + TYP. + 0 0 0 + TYP. + N + 1 F M 3 q I rn °° °° `° 17 rn 2 17 2 N ay 60? f ! I g 3 0 74 L + 2 N �0• �3 € n 0° ^ ,5 6' 17.50' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 45.41' SF( S '� r 53,87 3 t , ; �• I!1 13+01.72 C.L. MALVASIA WAY =4+00.00 C.L. PINOT PLACE ---- f �t 13 -- ®a < \ 1 1 t 110.00' 8 00 N.89'53'54"E_ I _ 1 k�11 u ` $ - *38 TC 9) 4 S/s�j*jfi S�S� 1 1 1 �jC e.� o s T- 11 ycc 3�� 29 r I i r o s - 10 s - C 45.05 I z T C c i � 44.38F( 37.83' 17.2.. 55.00 + 55.00' 55.00' SS.00' r 55.00j 55.00' 45.54 � 7 I;I -- O , I I •! it I O.DO 2 2 2 i t € 2 17 a' •d I •d, a 17 a O � r - o cv ! ` o d TYP. y Q TYP. J TYP. J � ^ J J m `J Ds�C+ Ii± v, 0,2 U N U N U N U N U N v t0 '0 3 t o 28 Al J N II 1 O II I u'1 II 1 O I I I N II I II + 1 d 3 �o II + m !�I 3 3 3 3 1 to 3 CONSTRUCTION NOTES. o 3 Ln 3 1 M to I M � N N r N +I + + + +I30'-1- + I M + 'Q O �_ + p' + O. O O p N l fM' d p0 Ol O' 72 71 70 69 68 67 10 66 0 65 8 ! 1 f PA2-8. -k - 1 - CONSTRUCT R 4" R R RA C'H� T W N 1 4 73 P.C.C. 8 CURB W/2 GUTTER PER RANCHC CUCAMONGA STD. DWG. 0. 0 ' r 10 io eo i� ! € I 110.00' 37 m 37 37 37 n 37 M 37 v 37 37 18' 1�1, ( 2 r CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. a, N N N N N � ,'\ 3� n 0-=- INSTALL CONSTRUCT P.C.C. ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. N0. 102. 27 4 REFLECTANT HYDRANT MARKERS PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 134. SEE SHEET 6 OF 6 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE_ AND COMPLY WITH GENERAL PINOT PLACE a NOTES NOS: 9, 10 AND 18 HEREON. MALVASIA WAY 7 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA S-D. DWG. NO. 401-A AND 401-B. a ( 8 } INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. �--� APPLY STOP BAR AND STOP LEGEND PER CALTRA.NS SPECIFICATIONS. 10 INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, CITY RANCHO (LE. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS RE:OtJIRED BY S.C.E. OCUCAMONGA F � cx- ADJUST MANHOLE TO GRADE. - �- �Ah �NerrQ RECOMMEND D BY: oo-- � APPROVED BY: R.C.E. 49 3 13 ADJUST WATER VALVE BOX TO GRADE. & )ASSOCIQfes Q CITY ENGINEER DATE d D 14 SAWCUT EXISTING A.C. PAVEMENT. CIVIL ENGINEERS • LAND SURVEYORS �1oOl�jT j ��1�O��f Q j` 1 j11j�L MEADOWS SUBS TION SHEET '0271-6 TRADEMARK STHELI INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND, SHEET 1 OF 6. RANCHO CUCAMONGA, CA 91730 Q 5 OF 6 (�)987-4306 _ TRACT 15711 PROJECT SHEET 37 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 101, LA BY / DATE BY / DATE TYPE R-1 (SEE PLANS FOR WIDTH). 'Lq oy-IQ DESCRIPTION OF REVISION DESIGN CITY MALVASIA 'WAY DRAWING NO. DANWL E. UERRA DTE ENGINEER APPROVED R.C. 29224 EXP 03-3 PLAN A N D PROFILE L 5W PROJECT SHEET S OF I -T IT-T i- PI EL =4828 I - - Ac r- -- 4 4 4 4 ao 42. s' PRP .SE T C. 181 L . ►.; a j a ��° I � w co' rn n + a os I �N N N + N � + Nrn r +2•. A ho I N O t0 co + N N N •, 5 PE TRACT 1✓i105. - - 1tPY176is SItT. .50 50. RT. V. i P.1.=1248.26 I i Li Z_ I V V V Q ! . QI d j t0 2'.00' V.0 I I a. 0 . 0 ED CE T RL E F. ! ^ � �' O � • v IviNl 1246 14 ci < + i i + i + ci - v v 11 �cu o co +2. i I I I N - -- -- EX i EENTS. - -- - - -_ - - - - -- '� o * + N 50 - - �TRACT�' 1)05%r - - N o ^ - + � O - -+ - - - - -- I - - I DE G. N4. 176. T. - - - -- -- -1 5 t 70X►� PI ELY48.g8 I I 2. VE CV I L P T t - - - - - - - -- -- _ - - - -- CURB ENGTH M ' PR SE .C. 1 T �� o I o N jA V ~ I IL + N c r � N .50 i PE TRACT 16105,,. �- - -- f 61MG. N0. t766, 5>ftT. - - - � - - m - - X , i I i i I I I I I PROFILE SCALES: I I I HORIZ.: 1 "=40' i i I I VERT.: 1 "=4' O 1 2 3 4 5 6 CONSTRUCTION NOTES: �\ P.C.C. 8" CURB W124" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, A2-8. LOIRE VALLEY ( ' }----- CONSTRUCT T T P.C.C. CURVE DATA SCEDULE DRIVE 37 3� 7 1 o MALVASIA WAY r ( 2 r CONSTRUCTCCSIDEWALK PER RANCHO CUCAMONGA STD. DWG. N0. 103. Q Q 3� Q O Oo \--i SEE SHEET 2 OF 6 Lo SEE SHEET 5 OF 6 v 10 v_) ,; aCONSTRUCT ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. NO �ADivS DELTA �ENG1H TANGENT U.t I �\ w� 62� 63 N 64 N 65 �� W 32 N Z � �Q��1� II ( 4 } INSTALL REFLECTANT HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 134. 10 27.00' 90'05'19" 42.45' 27.04' N N II I II I it EE„ m 8 M o ,� =, o O 11 27.00' 89'54'41" 42.37' 26.96' C9 co 3 I 3 I 3 """ rn `" \ S rn n a d u+�in \�V G� \�66• a CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE TO COMPLY WITH GENERAL NOTES 18 27.00' 89'56'50" 42.39' 26.98' 3 u Oo c nP• �'' TYP. 41 3 II TYP. a P \ 6 f + TYP. O �n rn! � n : + V rn \5 �Q� O o NUMBERS 9, 10 AND 18: SHEET 1 OF 6. 19 27.00' 90'03'10" 42.44' 27.02' + �' +v N II �+ \a0' z x + 2 1 7 + 1 7 �± 17 2 M F by g 17 2 ii a e;,r,• I a Y 7 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO. 401-A AND 401-B. x ate, Q^ N 1 3 1 7 45.56 55.72' S 2' - --- r `• I z /! BS_57' - w 8 INSTALL R-1 "STOP' SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. N0. 401-9. _ - i g APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. I 18 10 ® 8 ,11 0 !; ® � 4 W8" I 1 -iN$". _ W c_i 10 INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY 11 1 O CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, "6 - " NVOO'46"W 6 _ 1 _ 7 3 f " 13 1 6 REMOVE EXISTING A (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S-C.E- I �' 1 13 GATE EMFRG��£�r T _ 77 11 ADJUST MANHOLE TO GRADE. 2 i i _ - - st _ - O - -- 0+52.06 C.L. PINOT PL.- } ___v. 19 Y a 13 ADJUST WATER VALVE BOX TO GRADE. - I -f- 9+90.06 C.L. LOIRE VALLEY DR. CD L -- y. a0.55 55.00: 55.'.0' 00.00' 55.00' 50.00' 55.00' 62.06' ^ 17 INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND, SHEET 1 OF 6. °o ~IOD F� 17 0 5-< 37 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 101, TYPE R-1 3 a II J TYP. tO a `" TYP. Tn W 1 (SEE PLANS FOR WIDTH). i ;!, 3 3 a 3 u 11243 �; , TYP. 25 1 6 , 27 , 28 II , 1I 29 „ 31 .I 30 1 ;I 31 Z `'' ,a o, rn� I M I ( co O 00 00 M 06 cn N n N O, O! 1-- F- n v + I I + II I N 3 I + I + C d I + ( 00 N O FV- N3 M M O On �� 37 O O LOIRE VALLEY 37 37 37 00 DRIVE 0 37 37 +M 37 37 v� SEE SHEET 2 OF 6 10 11 PINOT PLACE CITY OF RANCHO CUCAMONGA QD��an 6t4e- a �� 4PFRC EG B�: K. .E. 49� RECOMMENDED BY & Associci �Q CITY ENGINEER DAT PROJECT BENCHMARK: CIVIL ENGINEERS • LAND SURVEYORS PRO j s c 1 I N SHEET Q FOOTHILL MEADOWS � � T - :; „ _,'.; • tJA4=K ti��, ,`_ 1u271 14 rHA'JLMARK Ri 1 � 6 ' RANCHO CUCAMONGA, CA 91730 6 oP DESCRIPTION: CHISLED ON TOP OF CURB FRONT (909»7-4306 TRACT 15711 PROJECT SHEET OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 -_ MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B - BY / DATE BY / DATE ELEVATION: 1224.855 0 20 40 �- 0 DESCRIPTION OF REVISION PINOT PLACE DRAWING No. SCALE 1"=40' DA L E. GUERRA ATE DESIGN CITY R.C. 29224 EXP 03-31 ENGINEER APPROVED PLAN AND PROFILE I S37 PROJECT SHEET OF ,