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BENCH MARK DATA NO. 67 FLEV. 1948. 210 GENERAL NOTES LOCATION: CHIS 13AT N' LY BCR AT NW 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. MALOOFRESIDENCE R COR. HILLSIDE AND CARNELIA THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR ASHALL EFAMILIAR AND SHALL C . U . P . 96w09 BEREESPONSIBLEFORADHHERENCETOTHESESTANDARDSANDQUANT IT I E S SPECIFICATIONS. HIDDEN 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR _ UNIT FARM CARNELIAN ALMOND SUNSTONE POWER POLES, WATER METERS. VALVES. FIRE HYDRANTS, ETC. CONSTRUCT ION NOTES RAOD STREET AVENUE AVENUE TOTAL SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF- ` ' WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK O " ----TON---- -160/230 - 16/38----- --- 60/96_ 236/364 IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR 1 CONSTRUCT 3 A.C. OVER 4 AB PER CITY STD 100A ______________ ___________ __ _ ___ PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 2 CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY ____________________ ____TON--_- --------6--- _ ____ 6 __ 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 3O REMOVE EXISTING TREE _________________________________________ _____F A____ ------------------------ -------2---- --------------------2__ FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 4O CONSTRUCT TYPE A2-6 CONC. CURB AND GUTTER _________________ _____ LF------------------------------ ------------ -----501---_ _---_501__ RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, PER CITY STD 104 WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 5O CONSTRUCT TYPE A2-8 CONC CURB AND GUTTER______________________ _____ LF ____ _____412___ ___ 370_____ ------------------------------ 782__ 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO PER CITY STD 104 CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF 6 CONSTRUCT 4" DECOMPOSED GRANITE PER CITY STD 1002-A----------------OY----- -------53--- ___ -----_ 53--_ ---- 59 -----------ZT----- ------------ ------139 RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. __-__SF---_ 205_ 205410 7 CONSTRUCT CONCRETE CROSS GUTTER AND SPANDREL_________________ _---_ __ ----------------------------- ___________ 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR PER CITY STD 106-A ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, + O EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE 8 CONSTRUCT 6„ CONCRETE HEADER PER CITY STD 534 ________________ _____ LF---- -------____484 __ ___914_____ ____207 ____ ___-----_--_ ___ 1605__ ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER 9O REMOVE EXISTING POWER POLE AND UNDERGROUND____________________ _____LF---_----------------- --- 573_---_ ----------- ------------ ----- 573__ AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. EXISTING UTILITY LINES 6. ALL SEWER, WATER. ELECTRIC GAS PHONE OR OTHER UTILITY 10 CONSTRUCT PVC EQUESTRIAN FENCE PER CITY------------------------ ------LF----------- 484 ___ ___425 --------- 330---- --__-------- ---- 1239 LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR STD 1010-A TO PAVING. 11 CONSTRUCT CATCH BASIN PER CITY STD 300 (W=12' )_______________ _ - - - - - - - - - —� ------A---- --------1--- ----------- ----------- ------------ --------1-- 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH - - ------ ;, } r - BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES — - - - - -- - - -_.� = - _ __ _, _ _ _. a 12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307__________________ _____EA _-_ -_-_-_-- 1--_ -_---------_ __--_-_-____ _________-_ --___--_ 1__ - . S HES , N _ - - - SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO h ALMOND STREET e ---_- CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION y+ -” -_ ` _ CONSTRUCT - SEE PROFILE SHEET 6 ----------------------- -- - LF 13 13 (CASE B) AIL HEREON TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR I , - - - ------- ------------ ------------ ------------ ----------- ----------- APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR : •4l1� - - _= F- _� __ -_ C EA 1 1 �-° _ -: 14 CONSTRUCT CONCRETE HEADWALL PER DETAIL ON --------------------- ------------ '� rl -- - - � - a w - —_ - -------- --- ----------- ------------ -------------------- SURFACING. - - SHEET NO. 6 AND CALTRANS STD D89 (MODIFIED) 8- AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE .,, _ -.- - EA 1 1 1 3 SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR ' r _:_ __ -. __.- __. -.. - -- - " � 15 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN 102---------------- ------------ ------------ ----------- ------------- ------------ ------------ mDETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT - > E "Cn_______ _____SF____ ____________ ___ 616_____ ___________ ____________ ______616 AND GRADATION OF ASPHALT PAVING. ;��� 16 (WIDTH AS SHOWNwAWITH PTRANSVERSECMEDIUM DBROOMTFINISH • CONSTRUCT 101 `�`t'$ -J " " 632 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT i =-J- — . � -(` j = � '' __ - ` _�_ {_€'€ r --- - _� _` �'`� 17 CONSTRUCT DRIVEWAY APPROACH PER CITY STD 101 , TYPE R-2----- -----SF---- -----3�5-- ------------ ---- ------------ ---------- SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS I I = _ _ ` -__ - -` _ - `` _ - 'i€ _J/ O (WIDTH AS SHOWN) WITH TRANSVERSE MEDIUM BROOM FINISH PRIVATE STREET PRIVATE 12 _ _ - - %- -- -r r- " *' - I INSTALL PRIVATE AND STREET TREES PER TABLE ON SHEET NO 1 EA 20 16 STREET 7 55 OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE. SIEVE ___ ____________ ___________ ____________ ____________ ___________ ___________ ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. - s - t_ _ ti 18 , � I _��r ,� - � _ -y ""' '�*;"; -- yy� ILIGHT BY SCE PAID- . i. _... _/– _ `` .' .• `�' ,`' i 1 r ,- 9 INSTALL 5800 LUMIN HPSV STREET LI 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND � __-"_-._ -- _---_ �' �' .-..___-' _ '"'_� __ - - -__ _ ��./, ;� *,; � ------------ ------------ ------------ ----------- ----------- ------------ ----------- I _ - -- � EA 4 2 1 3 10 / O FOR AND COORDINATED BY DEVELOPER PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS, PRIOR TO CONSTRUCTION OF STRUCTURAL SECTIONS. I :_ ' 3= .r �_ _ _� r �` - ----------------- ------------ ----------- ------------ ------------ ------------------------ EA ---------- ---------- SCALE: 1 "�0' __ r=`'�-- — _,i!' /; i CURB-SIDE I CITY S 7 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH € I ' ' h '' I __________ ____________ ___________ ___________ ____________ ___________ - — ' r :.t � ��� ,•s 4_; __--'' ` �=-" =` � t, :1 ;�, �;�---� 21 INSTALL R-26A NO PARKING ANYTIME SIGN PER PLAN------------- -- _ - CONSISTS OF ROCKY MATERIAL. THE SUB-GRADE SHALL BE ,',`'�',` PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE Pe REMOVE EXISTING CONCRETE EQUESTRIAN FENCE_____________________ ______ ____ ___________ ___________ ____ ____ ____________ __________ r` - `_ / t , ,t,; ;; 1l` - I 2 R LF 220 220 SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED I f - �� .: r--= -` _ - _ -- f,�/i.�� �,. ; , 1`,l,l, '�,. � WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE _---`__- �` %' = f'"y r '1 ;i: 'iv, , `,, 1 �-_ - NATIVE MATERIAL. - _ I ---------------------------------- ----------- ------------ ------------ ----------- ------------ ---------- _ ! -_ { € ,: �, ;; 3 NOT USED r'��,';i �F l0_Q ��_0_ ]IQ� �Z59 12. IF ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE. A SOILS !• --_- - - f t r=_= _ f s €?!#;a;� , ti `, -_ 4 SAWCUT AND REMOVE EXSITNG A.C. PAVEMENT----------------------- ------ ---- ---- --- --- ---- ------------ --- - ---- ----- -- STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER ASPHALT .•-!- _ -- - J / _:�''` t`'�'; �ti�� `�\` _ ____________________________ ____________ ____________ ___________ ____________ ____________ ___________ —'°'• r-``' ` _ - it �;ti`,'` CONCRETE AND PORTLAND CEMENT CONCRETE, SHALL BE UNIFORMILY s- _ _ � ,_ ; E ti� , 5 NOT USED J APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR F""` ' -- 1--- _ .� -- ' f`;E� ##€ ;,'`� `,� �, t " EA 1 1 THE FULL PAVEMENT WIDTH PRIOR TO PAVING. _ ; ' NSTALL -1 (30 ) STOP SIGN AND POST___________________________ ------------ -------------------------------------- ____________ __________ f 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY " -------------------- -----�F---- ------�4-- ----------- ------------ ------------------------ Hl FOR THE CONVENIENCE OF THE DEVELOPER. r _ - - = _ f } ' „1h ©7 PAINT 12 SOLID WHITE LIMIT LINE (2 COATS) THE CONTRACTOR s r ----- - �� R �- SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION -- r1 i - QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK � � :� r_ - �_.�__------- _.=_ -( r -�`- _ -- �::` '�I, ` ,� --. -- 0 8 PAINT TO LEGEND (2 COATSI`---------------------------------- EA ------------ ------------ ----------- ------------ ------------ ----------- '-` I r _ f' r = i - ;- €€' ;€i;t--i:. ,1; ti<<;;';;.,:` ' EA 2 2 REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN -� `4 ` __ -- __ _ _ , �- -- - r- = _- _ - € I , ` Z ®9 INSTALL STREET NAME SIGN SET PER CITY STD 401-4-------------- ----------- ------------ -------------------------------------- ----------- THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED - - - f`' - _- _ y ` j EA 1 1 IN THE OTHER ITEMS OF WORK. -- CORNER ----- ----------- ------------ ------------ ----------- ------------ ----------- r 1V. _ J ®0 RELOCATE EXISTING STREET NAME SIGNS TO NORTHWEST '_--' _ «�_—..__ - - {`-�X' r t j _i t� i� '!1`�1`:,1:1 1`� ' ! 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD _� i _ _ _ ,/- r -:. a'i, I ,. " ------------------- ----- EA---- ------------ ----------- ------------ ------------ ------------ NUMBER11r - 4- ' _ W 31 INSTALL R1 (30 ) AND POST PER CITY STD 401-8 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. '\ - _ _ - = r = r' , !i';'€ Ld EA 30 13 43 _ _ r 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER I t° , ) ,C*}%�,�' - -__. :-- -- ____ ' �_- <_ _ }_- -' - ; #Ill n:, 1m1l,11mlll '\' ®2 EXISTING TREE TO REMAIN, PROTECT IN PLACE--------------------- ------------- ------------ -------------------------- ------------ ----------- FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND '` , v) 1 _ - __-__--- --�__—= r=' ___ ” 1 "i f�\`� ;:,;;i .; � w I REMOVE POWER POLE ANCHOR ------------------------------------ ------------ ------------ ------------ OMISSION ----------- ------------ ----------- t. l D R DISCOVERED DURING CONSTRUCTION UPON REQUEST -. �=' r _ �-. - _ - _ -` E'f__ - �� l} `; ` Z LF 70 70 THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED ./ = - ' _- - �y_,__-- =r�r-= " _ f_ !;;'!, ��\t�s ,.st `_ W N `__ TO THE CITY ENGINEER FOR APPROVAL. - _ .�- - ___- _ = r- _ __ �\i,,,,,; I O INSTALL 4 PVC PIPE---------------------------------------------- � ` � � 34 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. / -' _ _ _� - _-- -`^ €i;#'' ia , SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. H 4_ :, ss y:. , . - -r- __- " - _ -_- =' k 1,',;.' 0 ' 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO(2 ) WORKING DAYS PRIOR TO CONSTRUCTION. 18. THE FIMAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY - r-S- F`, _ rt _ - __-- - - ___ =;y#j; ,,,j ;,,;'�, PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND I _ = x - _ # (,I;; ,a UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE I MPROVEMENMTS INCLUDING GRADING HAVE BEEN _ . ` s`' _ -"- - �,' #± ;a#i m �'t�Mi I I COMPLETED, AND ALL UNACCEPTIBLE PARKWAY AND ROADWAY I - - -�- IMPROVEMENTS HAVE BEEN REMOVED AND REPLACED TO THE _- � / _ - - _ _ _ ? " ;'3;,t SHEET i NDE X SATISFACTION OF THE CITY ENGINEER. - _ _ SHEET NO DESCRIPTION EXISTING SURVEY MONUMENTATION _ - 1 TITLE SHEET I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY 2 HIDDEN FARM ROAD MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS _' r CARNELIAN STREET PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE i f : ...:_ _ ----`_.. - - - "` - 4 ALMOND STREET FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS # =e 5 SUNSTONE AVENUE FOLLOWS: ,+ aH� EN FARM BADS_ - _ _ _ _ `� -= 6 CULVERT PROFILE AND DETAILS ►-: - - - - - !: 1❑ 1 " IRON PIPE TAGGED LS 4218 LOCATED AT INTERSECTION — lit ' ' L —- - _-' —<,e g:(i . 1L!- ;< t 1 • .1i OF CENTERLINE OF HIDDEN FARM ROAD AND EXISTING �1 W' LY RIGHT-OF-WAY OF SUNSTONE AVENUE Q SPIKE AND WASHER TAGGED LS 4452 LOCATED AT INTERSECTION SHEET INDEX MAP OF CENTERLINES OF HIDDEN FARM ROAD AND SUNSTONE AVENUE NOT TO SCALE PROJECT W ALMOND ST SITE —. Z W w W W N W H H H DATED W z w o' v) N W PHILIP P M. R.C.E. # - - w - L DOUGLAS RCE 23814 ( EXP 12 31 01 ) � _' STREET STREET PRIVATE SPACING SIZE m N SYM BOT./COMMON NAME HIDDEN FARM PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT. NAME QTY. QTY. (FT ) ( GAL. ) H HILLSIDE RD ROAD A COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR 16 20' O. C. 15 I MOVE DRIVE APPROACH T -II- L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING 18-1 CARNELIAN STREET RHUSLANCEA/AFRICAN SUMAC E A OAC SHEET 2 8 9 9 THE REFERENCES TO BE USED TO RESET THAT MONUMENT AFTER TY COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. AGERSTROEMIA N CA X 20 20' O. C. 15 BANYAN STREET REV DESCRIPTION OF REVISION DATE APPROVED 8-2 HIDDEN FARM ROAD L II ppII B A FAUREI (MUSKOGOGEE )/ PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE z o PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED CRAPE MYRTLE wm M N a R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING STREET _j m CITY O F RANCHO CUCAMONGA ACULATA z w w m •� EUCALYPTUS M 15 7 12 OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT 8-3) SUNSTONE AVENUE 0 O.C. a z � � _ WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL ( SPOTTED GUM) PRIVATE a a w � � STREET IMPROVEMENT PLANS BE PROVIDED TO THE CITY. N 19TH STREET m S SHOWN UPLAND FOR NOTE: TREES SHOWN ON THESE PLANS OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER CITY STANDARDS BUT MAINTENANCE WILL . P T RESPONSIBILITY OF THE PROPERTY OWNER. VICINITY MAP C U 96 -09 BE HE NOT TO SCALE la WITH FRONTAGE ON CONSTRUCTION NOTES FOR STREET TREES ALMOND STREET . CARNELIAN STREET,HIDDEN FARM ROAD , AND SUNSTONE AVENUE 1 . ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS AND SPECIFICATIONS AS PROXIMITY TO ^ ryGi<?� APPROVED BY ^� DATE NOTE REGARDING OVERHEAD UTILITIES: QR�FESSIONQ� CITY ENGINEER ` J ` �-L� ��.. R.C.E. NO. 24953 HARDSCAPE DICTATES. CONTRACTOR' S RESPONSIBILITY FOR SAFETY: ENGINEER S NOTICE TO CONTRACTOR:. • 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC c DESIGN ASSOC I ATEA ENG I NEERS RECOMMENDED SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY IN SUBMITTING A BID FOR THIS WORK. THE CONTRACTOR AGREES THAT HE SHALL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES EXISTING OVERHEAD UTILITIES SHALL BE UNDERGROUNDED ALONG h ��' UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. CARNELIAN STREET IN ACCORDANCE WITH THE CONDITIONS OF PHILIP M. DOUGLAS y, BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY APPROVAL FOR PLANNING COMMISSION RESOLUTION N0. 96-25. cr 3311 E SHELBY STREET INSPECTOR. PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN No, 23814 7O ONTARIO. CA. 91764 • ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS DRAWN TEL : ( 909 ) 980-1982 SHE T AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR � � Exp.12-31--01 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES FAX: ( 9 09 ) 941 -08911 OF 6 DIVISION SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CIVI ACCEPTANCE BY THE ENGINEERINGFROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE � � mpg qT L �� PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 0 F �F CHECKED DRWG. NO 0F CA . L A/ 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. G!cx�� R.C.E. N0. 38/1•i PLANS ONLY. FILE N0. FILE N0. l 1639 k:*96010*dgn*sheets*9610sr01 -sht 10 JUN 1999 I . I I I � I I . I . o L I � i . I ; I � � . I I I � . n I I I I I ; . L � I � . ; I � I I r . . . I I : I . . I i i I I I I I I . . I T I t . I . I � . I I . I . I I ; I I . . I . � i � , i . i I � I � � . I I I � I ; I ; F . I I . I � I i . . � I � � 11 : 11 4 ; I I ; . 1 4 � ; i I � ; i .1 I . I I I I I � I I ! , .1 I I I I 1 4 1 4 � � I . I � � � 4 4 1 1 4 � ---4 , , , 1 ,I 4-------- 1 4 , I __- ------�I __ .... ________.. "Ill., I I - 11 I .-A 11 , 9''' ' I- I'll 1.11 I 'll. 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(,,�, V-1 a- &I 0 v- . �.-.--.-,.-...-.---.-a - . . - - - �- - - IL- T-- cr- I 14k - - OLJ. . - . . - . - - - - - . - . . - . . - . . - . . - . . - " - `*� ,I I I 14 - . * ( � . ." I . , f- " , 0 / I = k I C-D (!R---4 0-'- '0�* . WEST EAST -i ***�< - - - * 6 I ROPOSED, IL I k I WEST 0 i I I-- . \ I X R/W R/W AVENUE R/W w .00� ui `*-, . . �- . . -...�-- I 1 5' 25' cr V, ! I -L I �- STD IOOA -------- CITY -0 (Zi . I I I - - : - No 0 REV DATE ll� . �- uj B AND GUTTER ------------------------- w (" cr w 1 5' 1 5' 101 1 8' 7' Tm 10, cr - - - I �- - 0 %. �- I- - I - - am - - No ON--- 00, � %, V) 1 C-)"R- R/W 5 1 - w I I ME : "I 2- (D 07 - Ln cr- I -0 I EA // �- IT D � ----. �- 1 21 @ FOR L 1 81 0 =) I --w -09---- EXIST R W 1 2' �.TOE O�w v-- u- : I : @ I------------- 19 EA GROUND - 15 1 w- I SLOPE 1 2% E @ 1, - ------------------3 EA .01 I � @ - I (2.1.) �-1 � IGN PER PLAN -----------------------3 EA I I . - I I . -- - - - - - (2%) @ ) ^- I I � - I / lc-�I .p. I . . / .., - - - - _� I no0c / / DATE !� ,2Z, ,�� . 7 a . . - - - 1 (8 - 1709 SF lvvbov 1 .4`( CITY ENGINEER ---/ ,,' / " 1 (Z-a f x-,� ---" " ,,,, k - k 1 1-k �- �., , ,/�-�f/l- - R-C-E./' NO." 24953 * . - I I*.1.. .-A. -,:� - - --t , _j . D I - - f 2% , - @ ATS)------------------------------ 8 LF A ") DESIGN E Of � PHILIP M. QWMAS -I,r,- 1-1 _ .................................. 1 EA w r- 7��7 1 / .. @ ---- = No.- 23814 :0 1 1 , 1 .. ,. - 0 O 1 EA 4c * DRAWN TEL : ( 909 ) 980-1982 SHE& IN. i.%. ------ Exp.12-31-01 FAX: ( 909 ) 941 -0891 10. A IO (@ 1 EA 1111t. . 5 OF 6 cl I LAX UE ( T I ---5 ) ---- - I (5 ------------------ k\ - 4--- I I I-- I I i �� I ---- I 'i bri �-, I� I � Ill p el I I -:-�� I I 11 -- I I -A I I ` I to�------------ I - I � I - , �l , i 1 1 __- *T" I I *---4- - ?p�; l [H- E I . I , - -w 1.� I , I - I i , 6�, ,"�F� R -�, -- ; N _4 I I 4 I I I I I � I I - -1 � I I i� I - - 4 I I -/ - . I - Z7-4 1 � I ;f, fl-- ., T-- - -ti j - I,- . t--�I- ,� . -L �- I i -- �Ltt.�-� I i I f � I / I + I I I I - - - I--- r, I .I T I I I I I I � ; I I F I I \\, \\ I I-\ --�-�� I N. T. S. N. T. S. @ -----------------J3 EA OF C 11 01m. , 4-0 -R.C.E. NO. -R 3,8/y D I FILE NO 9& /0 -FILE NO.klalj-9- 1 639 1 - I ------------a I -- - ---,-- I -- -- � 4 S , j T. _. ... _ _ ... _. _ _ _ - -------------- ------- -- _ ...... . ...... F UTORE1, _.... _.- ... j _. _ .... - ... - ... ... ...._.. _I-:.:__ .._ .._- ... _. -.. _ .. .. ... .. ... .. _. irk r 'is __ _ _ _ / a M a _ � _ _ _ _ . _ ..... , F 30, NOR7'FI F , V + 4Lai T 4 OMP 1 > 0 2 \ -- - _ ___ _ __ ._ __ , - -- i . ... 1 7 : . l V 5 ! > 1 j ; 2. 4 : i + i ' 11 ............. ..... ...-... .... .............- -.................... ................... ... .......... ......- ......:...... ... .......... ...... ...... .-...:.. -.. .......I ......-.. ........ .......:...... ... ... ... ... -.. .. .. .... TOE OF SLOPE ... .. ....! ... .. - .- -. .... ... �J.� _ TS z N BEHIND PARAPET + o TOP OF WALL-2085.67 - _ _ -- - + - ELEV. 85.67 icohsT I ...: .... :...... .. .:: ....... ....... :.... - .... ...... .....:..... .......- ....-.. ... ...::-............. .............. .....-. :..-----. ...... -. - ----- ......... .. ........ ----- ..:. _.. :....-.... ._...... :.._: .: .. :.:..... (:.... ........:. ....-.. -.:: ......:.:..... ...... -------- .....:. ... ....: __ I.. .. _ _ _. # 13, LF, .............. -...., ... .. ..,........ ....._ ....___... ............. .. ... ... ....... __.. _._. .. ._.. _. ,... .. ... .. ... ... .,. 3• 24 MP 1 4 3 S S i E f , , t n nO8 Y• f .} Y s + i--- ELEV. 82.00 TF i _ _---------�, _ _ �_- ; : __ _� _ ��_ - - __ _� T_� _ , - __ _: � _. --------� __--- ,_ _ ELEV. 81.33 BF 90 + I } _ I - _ _. .. ' (MODIFIED) j. L=20 , PROFILE SCALE --- .. _ : + 1" - 20' HORIZ. - - t t---- -+ -} - +------ I - ' CO RDAN EWALL DW H CALTRANS IN 1" - 4' VERT. + _ ; i _ _ . _ _ _.. _ STD. PLAN D89 FOR SINGLE STRAIGHT HEADWALL (D=24") EXCEPT THAT L=20' � { # i L k - IN LIEU OF 8'6" OE PER - J + P LACI DING''. � � r , ` -- � :� _.... , WALL MOI N H LAN ' `'Lf i' Y;' Chamfer Yi" or r-6' NOT TO SCALE o } Ftfc TRUF i I ; lel \.-I ' ; 81+ I L Q., _T or 2'Akin FRONT ELEVATION tti i 1 \• ' FRONT ELEVATION 9 SINGLE HEADWALL 1' DOUBLE HEADWALL I ,II D H SINGLE DOUSE I L Steel Conc L Steel Conc g for LB LB Y less than 8' diarnetesr 12" 2'-8" 5'-0" 0.60 0.45 8'-0" 50 0.94 2'-11" W-0" 0.70 0.56 9'-6" 60 1.17 9" - s $, I s; + 11 1 �� 1_ 11 1` _ I 18 3'-211 7-0 1 0.68 10 0 75 1.35 " - `------ - - - 6� 90 1.52 / TREE I � 2T11 31 811 81-6" 1.20 0.90 12'-6" 100 1.72 2 rr 7" 3'-11" 9'-6" 1.39 1.04 4'- 11 2.00 N 30" 4'-211 10'-0" 1.13 15'-0" 126 2.21 I k d6 { I -- - ,1 1. 41_C11 111-011 1.73 1.29 -011 130 .4 21_01 11 1^I 36 4 121-011 1.95 1.46 17 0 145 2.65 39" 4'-11" 12'-6" 1.57 16'-0" 1 2.88 - ' �m 4 51-211 131-61, 2.34 1.75 19'-0" 185 3.13 SECTION. SINGLE & II 1_ 11 1_ II I_ 11 will- r 240 �a 45" 5'-5" 14'-6" 2.60 1.94 20'-0" 195 .3 D N r i 1 _ 11 _ „ DOUBLE HEADWALLS - a 5'-B" 15 0 2.75 2.06 2T-0" 200 3.64 51" 5'-11' 16'-011 3 1_ " .03 26 225 02 31 2.47123' 6 240 4.30 STRAIGHT HEADWALLS iU WWI � WAStF'R fD •' P k_� 4451 1 +s 4212 -..._, For corner steel dotal see 14 ��� l Section A-A Omit rounding � HIDDEN FARM ROAD ',t- •\ for roes P ,f " f p Lr less 1;Fwn - Cham er �i M �i to--"I- 2 '1 h ---+f 48" diameter FUTURE ;� EXISTING 24 CMP AND GUTTER 6 PROTECT IN PLACE - ,- H m I t"l FUTURE SOUTH''"<y 7' 11 7% 11 R/W 9'�'i-.�` l�7/z g'?�`� '��r/: - - - - - - - - - - - - • - �- - - - - - 2'-0"� all +, 2'-0" FRONT ELEVATION "L" HEADWALL SECTION "L" HEADWALL LENGTH OF W D H L/2 3'-4" 4'-10" 6'-a" 7'-10" 9'-4" DESCRIPTION OF REVISION CITY Steel Conc Steel Conc Steel Conc Steel Conc Steel Conc REV DATE APPROVED LB Y LB LB Y LB Y LB CY 12" 2'-1" 2'-6" 50 91 60 8 - - - - - NOTES C TY OF RANCHO CUCAMONGA " 2'-11" 3'-0" 55 91 65 1.11 I 18" 3'-2" 3'-6" 65 1.04 75 1.25 - - - - - - 1. No deduction made In quantities for thickness 21" 3'-5" 3'-9" 75 1.15 90 1.36 - - - - - - of pipe woos. 4" 3'-8" 4'-3" 85 1.29 100 1.51 110 1.74 - - - - 2. Al reinforcing steel 014 bars. All vertical and STREET IMPROVEMENT PLAN S 7" 3'-11" 4'-9" 90 1.44 105 1.67 115 1.91 - - - - horizontal tie bars 18" maximum spacing. FOR 30" 4'-2" 5'-0" 95 155 110 1.80 120 .05 135 2.29 - - 3. Leng9th of wall "W"may be voried to suit 33" 4'-5" 5'-6" 105 1.71 120 1.97 135 2.23 150 2.48 - - condtions encountered in the field, and straight C C . U . P .U . P . 9 6-09 36" 4.1-811 '- " W-0" 110 1.88 125 2.15 140 2.41 155 2.68 1 2.95 one interpolation be used to calculate P �Y CULVERT OUTLET 39" 4'-11" 6'-3" - - 150 .28 170 2.56 185 2.84 200 3.12 quantities. CULVERT PROFILE AND DETAILS 42" 5'-2" 6'-9" - - 155 2.42 175 2.76 190 3.05 210 3.34 4. Quantities are for design purposes only. SCALE: 1"=20' 45" 5'-5" 7'-3" - - - - 180 2.97 200 3.27 215 3.57 " 5'-8" 7'-6" - - - - 190 3.13 216 3.44 230 3.75 51" 5'-11" 8'-0" - - - - - - 220 3.67 235 3.99 5411 6'-2" 8'-611 - - - - - - 235 3.91 250 4.24 ' APPROVED BY � , �',r DATES-��- ., ,� RpFESS10N •, `/ R.C.E. NO. 24953 L HEADWALLS Q ql CITY ENGINEER ( r CIRCULAR PIPE CULVERT HEADWALLS � � DESIGN REC M DED y � ASSOCIATED ENGINEERS PHILIP M. DOUGLAS ;r IiJ 3311 E SHELBY STREET STATE OF CALIFORNIA .c �o DEPARTMENT OF TRANSPORTATION No. 2381� ONTARIO. C A. 91764 PIPE HEADWALLS D89 Exp.12-31 1 DRAWN TEL : ( 909 ) 980-1982 FAX: ( 909 1 9411 -0891 SH6 A BULO SIE NO SCALE �, 6 OF 6 C L � IVI � lF OF CHECKED /D�f ��8itf DRWG. NO- R.C.E. N0. FILE N0. 9!o"�O FILE NO. �C 1639 k:*96010-*dgn-*sheets-*9610srO6. sht 10 JUN 1999