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HomeMy WebLinkAbout1606 GENERAL NOTES IN THE CITY OF RANCHO CUCAMONGA �,�4CH` o 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF RANCHO CUCAMONGA EDITION. CONTRACTOR STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CUR TRACT MAP N O. 15796-1 AND 15796 FORADHERE CETO THESE STASHALL4( STANDARDS AND AD SPECIRCATICNSWITH ND SHALL BE RESPONSIBLE BENCH MARK: 4 n 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER STREET IMPROVEMENT PLANS SET 2" BRASS DISC IN CONCRETE CURB STAMPED O METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE "CITY OF RANCHO CUCAMONGA 10054 1987' 7 RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE AT NORTHEAST CORNER OF BASELINE AND MILLIKEN SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE AVENUE, AT WEST END OF CATCH BASIN. Z CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH r O THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WETHER OR NOT SUCH FACILITIES ARE v SHOWN ON THESE PLANS. \ r 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. � r 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES �, \ SHALL BE SET AT ALL HINGE POINTS WOODRUFF EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE wAv � ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE HIGHLAND AV. \ / r K N r ENYO \ \ 1 REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 19 TH � wAY VICTORIA I KENYON PARK I r' 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR PARK TRACT 13442 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. BASEUNE AV. - - - _ - _ � �% � r- � � 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL QUANTITIES - CONSTRUCTION NOTES GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO z _ 3 a r CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE FOOTHILL AV. 20 21 CONSTRUCT 3" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE 98700 SF CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 2 e BASE. > � >t rt 13 a � 14 B. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY Y �� - _ _ RACT 1 579 1 1° / 2 CONSTRUCT 6" CURB & GUTTER PER CITY STD. NO. 104, A2-6 6150 LF J I I ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL 10 Fw, - - - -- _ \ CONSTRUCT 8 CURB ONLY PER CITY STD. NO. 104 350 LF CONTENT AND GRADATION OF ASPHALT PAVING. 11 l -- - Il 1 � VICINITY MAP c ' - - _ - -- • 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO N.T.S. � - - _ - !22 CONSTRUCT 4, WIDE P.C.C. SIDEWALK PER CITY STD. NO. 103 23800 SF' 4 - f O THE CITY EN'k-7'NEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE � � .r' - - - � _ - � rJ ' ' I (NON-CONTIGUOUS) ANALYSIS Al' SAND EQUIVALENT OF AGGREGATE BASE. D_ I II ��77 48 48 45 ww - 5 CONSTRUCT P.C.0 CROSS GUTTER AND SPANDREL PER CITY 5 EA 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN L1- co 44 O 5 9° -� zs �� O STD. NO. 106-A _IUD TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). »N r 43 U Nt� �� I j �J O CONSTRUCT HANDICAP ACCESS RAMP PER CITY STD. NO. 102 14 EA 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY II I I MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE II j' a3 �I I 7 CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 101 94 EA 28 2° 42 ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE i ��/ O (W=16', UNLESS INDICATED OTHERWISE) II GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 2 27 TRACT 15796 I I I � � Og INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR AND 27 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT �� I 30 4z 4o 41 I 27 RACT 157 6-- 1 COORDINATED BY DEVELOPER. REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED �ff 3 p j m g INSTALL STREET NAME SIGN PER CITY STD N0. 401 -A ~� EA AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ( 30 m 32 I I 1 p ADJUST EXISTING WATER VALVE TO GRADE 17 EA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE CITY ENGINEER ONLY FOR THE CONVENIENCE I �I ! I++ 4 I I I 1 1 ADJUST EXISTING SEWER MANHOLE TO GRADE 13 EA `I OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION �I ;I r 2 37 29 \ I II �l O QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS 33 34 3535 10 12 CONSTRUCT BUS BAY/RIGHT TURN POCKET PER CITY 1 EA WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED j a 32 f I~ O STD. NO. 119 AS INCLUDED IN THE OTHER ITEMS OF WORK. �V \ �4O1 _-- 13 RELOCATE EXISTING STREET LIGHT AS INDICATED 2 EA 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE Iw 1 _ - _ _- CONSTRUCTED AT EACH INTERSECTION. ° \ r�T - _ - ! II i I �I 14 REMOVE EXISTING TREE 8 EA 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR 2 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON f € 9 ss 38 37 30 35 REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY I I 6 1 ;0 ENGINEER FOR APPROVAL. ° TRACT 1579 �D 1° an �° - 16 RELOCATE EXISTING WATER METER AS INDICATED 5 EA SITE SHALL BE CLEANED U 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY I� - -. - STATE, THROUGHOUT CONSTRUCTION. - - - - - - - - - 17 RELOCATE EXISTING IRRIGATION VALVE BOX AS INDICATED 9 EA co INSPECTOR. - - - � _ _ - _ - -,- _ _ � •... - 50 NREQUEST 17. CONTACT ALL UTILITY COMPANIES AND UNDERGROUND SERVICE ALERT AT 1 -800-277-2600 1 1 8 REMOVE EXISTING SIDEWALK AS INDICATED 20 SF MILLIKEN - _ AVENUE_ - - - - - - - AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. _ _ f- - - _-- - __- - -- - - - 7-7- - - - - _- - - __ -_ - - �- - - - / 19 REMOVE EXISTING CURB AND GUTTER AS INDICATED 527 LF PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: TRACT 13722 i 20 CONSTRUCT 6' WIDE CURB ADJACENT SIDEWALK 1980 Sr A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE - - _ -- _ _ - - -� - - �: �` � \ 21 CONSTRUCT 8" TO 6" CURB W/24" GUTTER TRANSITION 87 LF P.O. BIN 638 TELEPHONE: (909) 987-2591 - - - - - RANCHO CUCAMONGA, CA. 91730-0638 PER CITY STD. NO. 104 INDEX MAP RELOCATE EXISTING 1 1/2" TRAFFIC 22 CCONSTRUCT8" TO 6" CURB ONLY TRANSITION PER 110 LF B. SOUTHERN CALIFORNIA EDISON ATTENTION: HAL STEWART SIGNAL INTERCONNECT CONDUIT & 23 7951 REDWOOD AVENUE TELEPHONE: (909) 357-6231 � PULL BOXES AND RE-PULL CABLE.O " FONTANA, CA. 92336 SCALE 1 =100 23 RELOCATE EXIST. 1 1/2 TRAFFIC SIGNAL INTERCONNECT 500 LF CONDUIT & PULL BOXES AND RE-PULL CABLE. C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/DAN RENDLER R/W R/W P.O. BOX 97 TELEPHONE: (800) 427-2200 RES. 50' R/W R/W 25 INSTALL R1 STOP SIGN, LIMIT LINE & STOP LEGEND NORTH SOUTH SAN DIMAS, CA. 91773 (800) 427-2000 COMM. 62' 7 EA D. GENERAL TELEPHONE 18' 4' 7' 18' 1 18' 7' 4' 18' PER CITY STANDARDS. 585-A NORTH MOUNTAIN AVENUE TELEPHONE: (800) 483-3000 BUILDING SETBACK BUILDING SETBACK 32' 30' 28 INSTALL STREET TREE PER LEGEND AND NOTES ON TITLE SHEET UPLAND, CA 91786 104 EA (SWK. (SwK. 10' 22' 18' 12' (6' LSD LOT L.M.D. PLANS c'ow5r26fcr r c.c.c CONSTRUCTION NOTES FOR STREET TREES ESMT.) ESMT.) !e/17�"JZ A,lvp 5^fA/19/ZF, THIS PROJECT WILL DISRUPT EXISTING LANDSCAPE AND IRRIGATION 5' 5' 6' BLOCK WALL PE/Z C'/Ty -s-1-- /GY� MAINTENANCE AREAS. PRIOR TO CONSTRUCTION, A JOINT 1 . ALL STREET TRESS SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS AND /'70p/F/FD/�F.�/�1��! INSPECTION AND DOCUMENTATION OF THE EXISTING AREAS SPECIFICATIONS, AS PROXIMITY TO HARDSCAPE DICTATES. NO STREET TREE SHALL BE .q c �i�l/F,�'1E�/T,�E.�7Gvr9r CONDITION SHALL OCCUR WITH THE CONTRACTOR, CIN INSPECTOR 3:1 MAX AND A CITY MAINTENANCE REPRESENTATIVE. AT THIS POINT, THE EXISTING RETAINING WALL �/Y� PEPL/�C'E/1�E-i�/T CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN THREE FEET (3') TO THE c_ LEVEL LINE 1 _ a�° _/ SHifLC f3E PFS MAINTENANCE OF THE EXISTING LANDSCAPING AREAS AS SO FACE OF CURB, EDGE OF SIDEWALK OR FACE OF WALL, UNLESS OTHERWISE NOTED. - % may; CONC. SIDEWALK EXISTING Y777i_ PA /NSP�C'TO/Z'SIJE�c',IET/ DOCUMENTED. THE EXISTING AREAS IRRIGATION SYSTEM SHALL BE CONT. CURB EXISTING RELOCATED AS NEEDED AND ANY DAMAGED LANDSCAPING REPLACED 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY N 6' CURB & GUTTER SIDEWALK O & GUTTER KENYON WAY conic. s/w IN THE SATISFACTION IS THE CITY ENGINEER. A FOLLOW-UP INSPECTION OF THE EXISTING AREAS CONDITION IS REQUIRED PRIOR SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES INTERIOR STREET SECTION 2 6' CURB & GUTTER TYPICAL SECTION TO THE CITY'S ACCEPTANCE. AFTER SAID FOLLOW-UP INSPECTION THE DEVELOPER SHALL ASSUME MAINTENANCE RESPONSIBILITY FOR OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED TYPICAL SECTION WEST N.T.S. EAST AN ADDITIONAL 90 DAYS MINIMUM THEREAFTER TO VERIFY BY THE CITY INSPECTOR. R/W 120' R/W ESTABLISHMENT OF ANY NEW PLANT MATERIALS. AFTER WHICH A NORTH N.T.S. S" MAINTENANCE INSPECTION WILL OCCUR PRIOR TO THE CITY ASSUMING W 170' R W 60' 60' MAINTENANCE RESPONSIBILITY. AT NO POINT IS THE CONSTRUCTION R 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING / CONTRACTOR ALLOWED ACCESS TO ANY CITY IRRIGATION DIVISION. VARIES 0'- 25'1 96' LM LOT 6'-11' CONTROLLER LLER CABINET WITHOUT A REPRESENTATIVE OF THE CITY 6' BLOCK WALL (SEE L.M.D. PLANS) T. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. VARIES 45'- 50'1 28' MEDIAN 28' VARIES 25'-65'f 13' 40' 7' 7' 40' 13' 6' BLOCK WALL VARIES 15'-40'1 5' PAD PAD �9DDEJ T--,f . c -,- 5 GUTTETI-f70T�jF/�D 3-7-� RETAINING WALL EX. MEDIAN 3:1 MAX NOTICE TO CONTRACTORS 4' MAX ONC. MEANDERING DESCRIPTION OF REVISION DATE APPROVED EXISTING SIDEWALK (EXIST.) CITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR CONC. CURB EXIST. STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES 3:1 MAX CONCEXISTINCURB CONCNCUR " & GUTTER MILLIKEN AVE. CONIC. cuR6 NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR EX. 4' SIDEWALK EX. 10' TRAIL & GUTTER & GUTTER STREET TREE' LEGEND TYPICAL SECTION & GUTTER CITY OF RANCHO CUCAMONGA IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE N.T.S. BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO VICTORIA PARK LANE SYMBOL STREET BOTANICAL/COMMON NAME QTY. SPACING SIZE TRACT MAP N0. 15796- 1 AND 15796 WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, TYPICAL SECTION NAME AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED N.T.S. TITLE SHEET UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S SHEET INDEX RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY O HORIZON PL. QUERCUS ILEX 4 40' 15 GAL. COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND 1 . TITLE SHEET STREET IMPROVEMENT PLANS SERVICE ALERT (U.S.A.) PHONE 1 -800-422-4133 TWO (2) WORKING DAYS PRIOR TO O FAIRWINDS CT. QUERCUS ILEX 30 40' 15 GAL. DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE 2. STREET IMPROVEMENTS - MILLIKEN AVENUE AND HORIZON PLACE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY N WINDHAVEN CT. GINGKO BILOBA 'FAIRMOUNT' 5 35' 15 GAL. IDENTIFICATION NUMBER ISSUED BY U.S.A. 3. STREET IMPROVEMENTS - FAIRWINDS COURT REFERENCE DRAWINGS APPROVED BY: /' DATE: l KENYON WAY: 1242,1408 N STARLIGHT DR. PISTACHE CHINENSIS 'KEITH DAVEY' 9 30' 15 GAL. CITY ENGINES RCE No. 24953 THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE 4. STREET IMPROVEMENTS - PORTIION OF SUNRISE CT. AND STARLIGHT DR. �toFESSr PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE VICTORIA PARK LANE: 1242 O oe okq� DESIGNED BY: RECOMMENDED: THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE 5. STREET IMPROVEMENTS - PORTION OF SUMMERSTONE CT. AND SPRING MIST DR. • SUNRISE CT. SOPHORA JAPONICA 14 30' 15 GAL. ���Q�S CUM�, BB ���.� DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. MILLIKEN AVENUE 1240 J y v J y� OF-"A ■ eV el=F F-A I e1V�A THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 6. STREET IMPROVEMENTS - PORTION OF SUMMERSTONE CT. AND WINDHAVEN CT. KENYON PARK: 1194-L O SUMMERSTONE CT. RHUS LANCEA 30 20' 15 GAL. X No. 41983 DRAWN BY: CIVIL ENGINEERING LAND SURVEYING SHEET Exp. 31 00 937 SOUTH VIA LATA CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION O * BS SUITE 500 1 OF 8 AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMIT-TING WHITE CLOUD CT. PYRUS CALLERYANA ING A 7. STREET IMPROVEMENTS - PORTION OF SUNRISE CT. AND WHITE CLOUD CT. • 'ARISTOCRAT' 7 20' 15 GAL. BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS `rlglf CIVIL ��\P CHECKED BY: (9 3_LTO FAAX 9099 783-0108 DRAWfNG No. NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS 8. STRIPING AND SIGNING PLAN - MILLIKEN AVENUE N SPRING MIST DR. [LAGERSTROEMIA INDILIA 'MUSKOGEE' 5 1 20' 15 GAL. of C � CC/CITY 1606 INCLUDED IN THE OTHER ITEMS OF WORK. CHRIS D. CUMMI s FCE 41983 DATE e:\132000\13210\ENGINEER\STIMP\strs_1.DWG 09/12/97 17:17 I I . i I � - I . � I . I : . . 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I I I -, � _�_ 11 I t i i f I 4 4 4 ! i i I I ! � i - , I I I I 11 ; I I SET 2" BRASS DISC IN CONCRETE t 1 4 . , I I I I i I I I t i i i . i I i , i I I I i t I I I i I I � i I I I I I I 1 4 i : f I I I 11 , I I I . i i I - t I i I I i I I 11 I , I i 14 1 - I , t i 4 � -_ I I I . I I I - 1 4' , . CUCAMONGA 10054 1987" AT I i 4 I I i I - ,I I, I I ` I 1 I 1 ,I I 1 , I I I I I I i . I ; 1 1 1 1 t i i i � i w I f 4 t I I I I I I i i 4 1 ; 4 i � t i i 4 . . � i i I I � I i 4 I i ; I I ; L I 4 ; z ! I I I I I i : . I I i 4 . ; � I I 7 T : i - 11 ] I NORTHEA . . I I i : i I � . i ; ! I I i ; i I I i ; w I i I i i I i ; i i ; i ST CORNER OF BASELINE � 4 i � 4 1 1 4 1 4 4 11 I i 11 [ 4' i I i i I � A I ND I I 1 4 4 i . I ( i I I 41 � , , 4 , I i . 4 I ,I 'I "It I 1, 4 4 i j � i I I f . Ir I . 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I I � 4 ip 4 4 4 1 4 ' 1 4 � I i i . f i w i ; . - I . I I I I I I I � __ _ t­ f -­---L'j- -I— � ­ ­­� � L­" _ z . ' I ­­-­­­ .._-.}1111 I , �-1 , � t' L �.- 4 ­- ­ .11' ­ 4­­­ -­­ - t � i 4 14 - I � L - - L j " I , I , � - �� - ­111 I �11 - 1 . -1 ' L '' __�........ -r--- . ­...J'­� ­L­1­­ ,� ­L _,r ­1 � � .1 � . 11 L ___ . i A � a i 8 i 4 � I - ­ .�-. � j ­�........L--i ­­.......... '' - , .I "I -i I I Ir I I - -i _ _4 - I .- I ., , -1 I �_� � � L-11 ­ 11 I I L----I --, -i �---� ILI- ­I i ­1 + . : ; I -+ � I A ­,­L� . � - - I t . I i t T 4 f i 4 I I i - i t t . 1 4- �i - - -I ­­ -r. 1._ � .. ­4 i � . 4 + i I I .- �� ��"'.1, ­­­ . � . I : i i i � ­- .-I I -- ��t �� I j i I i I I ir I I � � 4 i I I I I I . I 1 4 I i 1 " I , i It I . , i t i i 11 ! .1 I i I i t ; i ! I I . ! ! I ! I 11 I i , , I I I I i I I I I I I I i 1 14 .1 I I, I ! ,I I f 4 1 I I It 11 11 i I I I - I I i I I i 1 14 I T i t f I f J , - I I ! ,I 41 1 � I I I I I ir I 11 Ir I I I 1 1 1 I I. I . OFIL SCALES I ; ; i . " --- i I I , I i i � 4 1 r It 4 i I 1 4 4 .1 I r 1 I r r r 11 I r I 11 I I r I I I I r ; i 4 i i I i � 4 I 4 ; I 'i I I I � I . 4 r4 , i I . I 11 i ; i 4 4 I 4' It It I i t i i I i i 4 I t 1 14 11 11 i . 4 i L I t i . I j ir i , i q I L f I : I­ i I j I I 1 I I .1 . � r 11 11 --L i . . I I I 1 " r f i r I I I I I 'I i i I It I i 4 1 i I 1 I . ; I , I , " I 11 11 I I I i I i ! i ! 4 t , i 14 I i 1 ! ! I I I i 14 4 I 0 r r I 4 t i ; I 11 i I I i 1 , I I i I I i i I HORIZ.: 1"=40' I I I . w - - . c � . . . z L ; I i ! i : L i ; ; i L . i ; q . z I I . 4 ; I I i i i 11 I : I t � 4 4 � I I 4 4 i I 11 I L - i I ; i ; � i i : z � I i . � 2 i I I ! ; i : I It I i i ; 1 I 1 i I 4 f I i I I t ; i ; I i I � . I I ; ; I f c ; I I � i I I I z 11 ! i i 1 4 1 ' ; q � ' VERT. : 1"=4' 1 i 11 i i f I 4 � z 4 ' 1 1 1 4 It I I 1 , I r � � 1 1 1 r r ri I f ' '� ' "' I r�j 1 4 4 " � 4' 1 It It i j .r 4'r 1 1 " I I 11 I I � rrrr I jw 1 ; rr r I .r-I'll I rl I Irl I 'r r I - 41 4 I t 1 � f 1 jr I I I I I I I 1 I 1 14 1 14 i I I I j I j j I rr 1 j i I I I I I J' I I 11 I I I i 4 4 4 1 rr I r Ir r j' I j "' I r 'i It _ I I I i I � I I i I I I I t ; 1, I I I i I i i If � I 1 1 1 I ; I I I , I I - 1 1. 11 Ir 1 i 4 I I I 4 1 I I I I I I I I I I I I I " i , I I I I I . L . . i I "r I I I _L i I r I I I I 4 Ir 'Irr Ir I - 4 ' -_ 43+00 44+00 45+00 46+00 47+00 48+00 1 +00 2+00 CONSTRUCTION NOTES: CONSTRUCT 3" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE 0 BASE. (�) CONSTRUCT 6" CURB & GUTTER PER CITY STD. NO. 104, A2-6 ( 3) CONSTRUCT 8" CURB ONLY PER CITY STD. NO. 104 NOTE: SEE CITY IMPROVEMENT DRAWING NO. -_ CONSTRUCT 4' WIDE P.C,C, SIDEWALK PER CITY STD. NO. 103 FOR LANDSCAPING RELOCATION AND IMPROVEMENTS0 (NON-CONTIGUOUS) ALONG MILLIKEN AVENUE BECAUSE OF BUS BAY IMPROVEMENTS. I - I (�) CONSTRUCT P.C.0 CROSS GUTTER AND SPANDREL PER CITY (�) STD. NO. 106-A SEE SHEET 7 (�) CONSTRUCT HANDICAPR CITY STD. NO. 102 INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR AND CL INTERSECTION SU RISE CT . / COORDINATED BY DEVELOPER. CL INTERSECTION 47+81.75 MILLIKEN AVE- ___,� 'I t W___ G) INSTALL STREET NAME SIGN PER CITY STD NO. 401-A 43+34.80 MILUKEN AVE- 1+00.00 SPRING MIST DR. ;;11 J A9J ADJUST EXISTING WATER VALVE TO GRADE 10+00.00 VICTORIA PARK LANE �_j �nt @ � 1 SJ Ala) — — — - — —EX. W— — — — — — — — —EX, W— — — — � �I I 0 �� 'BOY, 1 12 CONSTRUCT BUS BAY/RIGHT TURN POCKET PER CITY WD I I ? A6) @ (J,ABJ� STD. NO. 1 1 9 1 ' . � TC — ---_11-57-?-I- �,.j I � 13 RELOCATE EXISTING STREET LIGHT AS INDICATED (1430. 94) zo 19A TC TC 24 - I I QJ4 REMOVE EXISTING TREE I-0 -IA. 18, 18, I 17,11 In-i 10 . - CD 1430, 99) /(1431 77) Tc TV --r77-- TC TC I . 0(a - * -I I :x -I -I r--- - 43 a - C60f- vco�r� 85. 69 /(I(143 4) ' _ ,,_ /7r1r=50) 1I L TC �D TC a:z t_1 TC TRACT PHASE UNE I cn u 1'� Of WO,it N 00*19' 49'W? � p ,I 434 n�2) / — - 1q_ + moo 16 RELOCATE EXISTING WATER METER AS INDICATED , - 1 4 ___1 _ IL — 4- —_ +n,�//cLA_qa_R 5) __-1 - 'W ,�1 44-3-44)-- - r7--?6 g-� - ,��O 5E TR. 15796 14 In I cwt Li CR 0 . . �_ 43+r?49. 00 4:_-,1'� I / / - - / A,�, j, 352, 95 N 00 9' 49 47,nf,, / - 1 a q.zn c� Z� . I 2+05.30E ODW � 0 L TR. 15796-1 , J ' ,6,-,.... �O �D ir - 69 cn 00 4-7 - C)6) 17 RELOCATE EXISTING IRRIGATION VALVE BOX AS INDICATED T416 96 u . I I I m �, 79.53TC 1 78. , 1� 4_95.30 \AL53M I 1�� , 5 1 45.86FL 0 T= 1 (9 1+45.00 BCR C)l -1 A* GIN I C&G SIDEWALK REMOVAL 18 /__� 0 1 "I � � (1430 84)TC ECR FL FL FL FL FL . uj__!0 �;,_ 77.12 c 4 &Y �s I 9) CL INTERSECTION REMOVE EXISTING SIDEWALK AS INDICATED I 1 1(1437, 475/ 107 _�_ Z - 04, 66 30 � 1, TC I 3',FL (1 435, 04) 436 18) FJ1 3 0 FL I I �Dz - 0. 31 24) ___��_ I Fit: Tc 1(1433. 50) E S_ TC — — FL ­. � �� It- -777 0-5) 1 60 30 .01 19 (I 2+51.00 HORIZON PL- 19 REMOVE EXISTING CURB AND GUTTER AS INDICATED .. TC (I 4 42. 0 - - I 8n 5+41.70 KENYON WAY <14 13), 14 i, 8.2� 114 C �A436 8(T) L T 0 14 - 1 41 0 11 T171 rT�__9 45 ,:,I I 0 r�j T C —W' \/<1435, 65) AZ�( 43_815) p TC FL 6 -­I—— T �� k1�6 /�l� �7_�IF43 /_Q'i-3417� �- 18 (I 2. 65) L TC (�)3+87.00 1-4- .�I� B c �01 20 CONSTRUCT 6' WIDE CURB ADJACENT SIDEWALK , 1 - - - - � --A __�ii:_4�4 _ : 10 J/ , 1449 67 _ tG1 . 4�� U-i I ;F MLi- f 41 1 �, ­1 I kIll jki ' -7' ' 7t= - 2 1 6 - , ,-- , 4 3 -_ 44.21 ' I Ln - (2��I� 1 - GUTTER TRANSITION EX B0JD/W-X I - 1. , C " _.c>- 21 CONSTRUCT 8" TO 6" CURB W/24 y! , � --t-- --&7' �ai_�� - (14 13 55) zz�--_.L��,L� - I FI � , ,,,�,� , CIL INTERSECTION lqm- 01 12'21' 2 - �r .- " PER CITY STD. NO. 104 1 — f - � I -_ �� 7' L:��, :_�— ON (�) _�L� 1151 . 7 - ,aQ -_rn __ >> - -1 I L:�__ - LL -__- __ — — __ __ \ _____ __ -4 ­- .- r1_I 1+00.00 HORIZON PL- r-�: �0,,� i t 1 0�� L_j U22 CONSTRUCT 8" TO 6" CURB ONLY TRANSITION PER < 4 _,;:�i - - - - - - - - - __ - _,- 4+03.96 SUNRISE 'IT cl) i i FS 'i pyyY�Ex TD C rio - Q 6Y 23 301 09 314, 9 1 B 7_ 0l,`, 39, 64 55. 00 (1)- ; F L i ) 0 I CITY STD. NO. 104 _� (I 429 56) - _Q�c - -- \_0 4 I=,_ �� � 48+36.75 94, 75 _C) �D A - . ( 0 V��_- , - 23 RELOCATE EXIST. 1 1/2' TRAFFIC SIGNAL INTERCONNECT 51 59 "T -55. 00 55 00- - 55. 00 55. 00 - __�3 -------� cl) � � !'Ll� (�� CONDUIT & PULL BOXES AND HE-PULL CABLE. ,"��L . Of z I u� - 11 I g (1428. 3) (-) :2 6 CID Z�J c L�) Ag v ,c g 47+28.75 BCR�" ' � c- 1q_ 48+34.75 BCR NJ I[ M FL I - _6_,_, 38- I - 32.07 TIC N V) -7 1. I m "I _/ ,�, � INSTALL R1 STOP SIGN, LIMIT LINE & STOP LEGEND EX M. = !cr� \_44+ 3.7 0) I- 43.57TC !(7, 48.01TC,47.34 FL - ;�, ' 1+43.93 ECR I PER CITY STANDARDS. 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[ (71 Us m US In- , '0 1 5 q 39) C))l . as m @ 36 37 uJ,6 Ln 7'. 11 R, 1R, I LLj 1q_114_ � . - r, / c -7 -79, 2 - I � 33 34 35 38 11t,,_ T �1 7 t of r')I / �� CU I / (14 ' (14 ,_ D/'D l�) 0 1?1 I 1 V) w 6(" 16 - If SEE LMD Lfrg7fiM NT - I i I , - k _j I 10"i PLANS FOR TRACT X 796-1 , D / � I I t too I L I � i ,e)51 i 33) Z , i L=1 49 85. 13 1 i (I '7') - I i I w T r,p.. 1;I A - I ; =1_�. 31 Lj-?4. 1 L I A I �lc I,In�,4�9�m_� ) VICTORIA PARK LANE SUNRISE CT. CITY SPRING MIST DR . DESCRIPTION OF REVISION I DATE I APPROVED SEE SHEET 5 - ­ � """""""""` CITY OF RANCHO CUCAMONGA ------I--r";"-i- .�"- -j � HORIZON PLACE TRACT MAP No. 15796- 1 & 15796 MILLIKEN AVE. MILLIKEN AVE . & HORIZON PL . STREET IMPROVEMENT PLANS . DATA DATA / I I I/ " I 110, e 1__� I , - CD DELTA/BEARING RADIUS LEN. /DIST. 0 , DELTA/BEARI NG RADI US LEN, /DI ST, BY: ,�,f 1 r,,-" , DATE: A_•. 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