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I I 0 0 0 0 0 0 0 0 , � n . 4- In Q0 rl-_ co m 0 T_ 0 0 0 0 � N ro . 'i U-) + I + + + + + + + + + I - + + + GENERAL NOTES -q- . -14 -q- -q- -4- -q- -t In - I i '39) I N lt In Lo Lf) If) Lc) 1. ALL WORK SHALL BE DONE ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO � 1�� I EXISTING EDGE I \ 11 I -i0 PAVEMENT ,-0 PECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION i - . I cp 11 - CURRENT EDITION INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR I ,Oe, ill SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS I I -\1 -- 4+40 \ Ill AND SPECIFICATIONS. . I 11 . \ I HORIZONTAL SCALE: 1 in = 5 ft - - ; - - - - - - - - - - 1Z I . -- - \ ill VERTICAL: 2 in = 1 ft I - - - - - . . ____-I w% 1 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLE, WATER - - . .1 - . \ *� / \ I ,, III. N . 'Ill CONSTRUCTION NOTES METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE I/ -1 *'_11.1� I , )! � RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO 13E DONE 0 1� I , '' (44 1� . 11 �19 - 0.1, � , l i . '_ ----'- 1_i� 11 I "L ,& ?� , .> 11! � a 1114 1 SHALL BE REMOVED, REPLACES, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST s Q; 11 ,� �;--f? % ' , 1�_ ' _ (1) CONSTRUCT CUR13 AND GUTTER PER CITY STD. 104 (p"C,p W,;W! . TO THE CITY OF RANCHO CUCAMONGA. ()I 1 \ , .. -1.1*:<f9_0 (y) - -- 4�%O 0 1 �_ _ _, - ..... 1-1 .?,_.� I S 1 ,�(_:, � I I __"N�ril ; , Z�71�-1 1 1 1 / "I., . I I P�� (D CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH I '. I I % _1� I 11 X PCC D/w 4 i . 1. " 11 .1 THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES z/ , , ,. � % , :1 I 11 . F A.C. PAVING BEYOND CONSTRUCTION. I - , RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES � p, ; 11 3" A.C. OVER 4" BASE PLANS. I - \ 4 \11 11 . . � I 11 " � �,_� i 4+60 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, .1 11 11 I . , �I.., I III I ._1 I ��` � --, - - - q -�1_14 - -,- 1 11 I... �, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY _� " ! ,�,�.:'I"., I __1 t if \ � OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. f- .4 d -1 � II / b . 11 11 I 7- __ - 2:0--_ 11 1. , , _.,�_�:cp- / qcj. 1111 .11. ,; \ 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES - .. n III STREET � SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.10 FOOT OF SUB 1 I I . . - __ .z-- _ _ 1 __\4+70 1 I 25' -_ - � ,- r 1. :",� x \ :3 � 'I # I GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES / 0 1 . � 11 , MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREA. / I I M ; � . \ 11 IX 7 18 - . / I 0; I , ; k \ 11 I I � I \ 11 (ji : INI��, I . 6 ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR I �'p I . � 29 1 (� . , \ * / �N -N, 1 , . -*- a -__ 161 1 . CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. . / / _�, ; � z 11,1_0 11 . I / ul 1 1: Z� __ 4+80 0 1 I 10 "-I 010-ro -5.0 �.. - .0 I / bt 53) 1. . 1� '. 1, . -r -1l �_ . Qi i . : 0 11 � ' . `�/, _�/,,_ . \ . -_ _LQlliiE"INE ��, 4 0 :2, ) 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING / � I . : (3) - I (�,* 1 �25' z 0 'N __ ==1 ORIGINAL GROUND AND ALL SUB I k I : == v -- I p _� \ 11 11'' -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF � / � I I . ll i ',�� ". . - RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED / 11, 1 1. Fill \ i I 1 1 1 / I � 18, j AGG. BASE . __� 4S, 3 EXIST. A.C. PAVEMENT , - I TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR // � I _> / jill "I.� ul \ I I A.C. PAVEMENT , � SURFACING. I , & / w I' 1 �1. I � -- `4+90 \ III I III I I I bo I i \ - . � I / 1 1-7, 0 \_1 III 8. AT TH E COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY I If / p i �� :* 1_�II I CAMINO NORTE ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL EXIST. RESIDENCE \ I 1-1 Ill " ...� TYPICAL STREET CROSS SECTION ._1 (:�\ 1 (199 1 __ . CONTENT AND GRADATION OF ASPHALT PAVING. / i -1 I 11 19.i (�) s \ .-_1 . bq) (§� �0�, -WIDTH ,9 W ,� , 5 �c --- 1.11 � I . ) , HALF / I I I I : i s , , NO SCALE 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE �_ r "i 11 � ��6 ,S*K CI1Y ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE / I ��l I . i �. `� 5+00 Icz) 1I '. ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. / I ./ 11 / il�� li . i � 11- �: 11 . �,� If �AG \ 1 2# 1 EXISTING CURB- 11 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN � I ."�Ncj(�2�0 i -1 TO DETERMINE STRUCTURAL SECTIONS. (/ I 11 2-\ 1F,� ' 7_�__ \ 11 LEGEND ___ \ \ I 1�� -- 1, -- 5+10 11 1.11111.11�."�.1111111- ��111111.111 "', : '."� :��.. .....�-: , � 1 1. WHEN IMPROVEMENTS ARE TO PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY ,.,-\ I . \ .1 . .. , � � I ,. e ., I MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE \ I I,/ I-�_, / I I I "� I """, � '.;q I REMOVAL AREA .�, \ \ '� .: "..'..... I 11 .� 1. � \ . "o, I i `�EDGE OF .. . -�� I I I I ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE \ I . � \ I I 1 5) " "I PAVEMENT MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. \ ()�3 1 1 . \ I �', � \ I I -q- - CENTERLINE � x ; ------ \ wtj 4 ci \ I ------- , I _�A " I r 1 12. IF THE ASPHALT CONCRETE IS TO BE PLACE ON SUB-GRADE, A SOILS STERILANT (99 O�5 , �_� I"I.-, "-\ \�100 wt 11, . �\_ -\- 5+20 1 1 PROPERTY LINE & RIGHT-OF-WAY LINE _ � REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT . � �_"I �11_� I-,.-I \ '� !* 96�11 11 . \ III - - - - - - - - - - - EXISTING IMPROVEMENTS I ER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. - - ___ - - - --iii � - I ---:,-�( _ , 'I - ." - \ - - -_ _(XkxX)- - - - I . - � LA" .1 ill \ -F700 m r 7illillilliff w 0 � L \ I EXISTING CONTOUR LINE E . 1_� 1-1 , wm i I DESCRAnM Or-REVISION DATE (M o 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF __-1 I., i o) \ III I -MATCH I \ - -APPROVED I THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION I -__r� \ 0 I I EXISTING \ I PROPOSED IMPROVEMENTS 00% - I _> I 1q_ QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH /�; I 11 5+�o 1 CITY OF RANCHO CUCAMONGA 0 " I 1 1 0 81 IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS �_D , 11 I _ r;� INCLUDED IN THE OTHER ITEMS OF WORK. I .0 \ I - \ I I CN 11 25' . /�� I il I _0�/ \ I- 00 I --1 . STREET IMPROVEMENT PLAN 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE , I \ 1 I I I- � - - I 11 . 11 - PLAN- AND PROFILE , I CONSTRUCTED AT EACH INTERSECTION. \ � I I � . � I ,��,_, ,:; � I -% I 1� "I -11.111111.1- 1-1 11 . , -- � .... � - 1. -_ "...111:_,.",-�. \ � I '�EXISTING CURB -- 5+40 \ I I" ,�� 1� (10 0 1 , ' .. � . . . ;. O ., I M cco-01 -:el �, I W) I I I �.I 1 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR \ � I I \ I -1 � NO, N . I I .- . ' I., , ... U) ERROR AND OMISSION DISCOVERED DURING CONSTRUC ON. I \\ I , , ;,�.,,,,1, V_ T1 UPON I " 11 \ I _____ I Qkc , :_ - I REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE C1w \ 1 1-800-422-4133 I � RANCHO ClUCAMON, .1., U) ENGINEER FOR APPROVAL. �\ 1 l 1 . 11 I APPROVM By I I , DATE -I I �\ I I - ?�e__, ��__�� 16. WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, HAZARD FREE, . 11� ' ' FE / ( FLCF_ I I IT'S TIIE LAW I C&L AT LEW TWO . wyeamm //�_ Z��_ / ,-� 24963 0) ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE �, I -��%O II DIAL BEFORE WORKING DAYS PRIOR OU . De3m _ I I -_ /---- - ____ - - �: YOU DIGI -W - TO EXCAVATING I R. _u INSPECTOR. Al. , SANDERSON-GUTIERREZ � 6 . . 2 5 EBB F-i / I m CIM ENGWARS & WD SURVEYORS, INC I EXP. 3-31-08 omvm I SIM SOW. W" CUMOC&CA 91700 . -_ � 17. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO . _ -con -I tv 0 � I UNDEli S Ir9009 J.N. 08-018 v*ff I WORKING DAYS PRIOR TO EXCAVATION. PHONE 1-(800) 227-2600. . 0 Ho a=All -_ CAT �...� I � -- I ,-_- � _-_-- I _11.._ ______ 1 OP 1 k1v � SCALE: 1 " = 1 O' E.I I -_ -I -.-% '100% -Z - _. 0 1 . I. t. W��Jm c CHEOW I - I J. ' WAWM Ift - LTG ff-- ,^ I � - I_ __ 10j* -R.C. Mi _L�;_21 0 ill I - . I . ; . )e 4� 1 , �C.) I ",:,:-- I .-f. .. �_� __;�� I--------- , 7__�\ ........ - - .---� ' --"*\* ,, 11 �� _ �_�,�� ;�:.,-�:-_- - �� ---..---.-:-\- \,- , - - _==_=_:� _____ __:::_:�_�_ ---�� - * ��:� - . ,5 rw �__. _�,�� I , Zqs, il? a 06 �0 �� ) Q T �.1`5) 1 1 1 le -IN il� - 1 �19>0 1 'p I .. � �'� 1_�', , N��,q ;�l I I 'xe,��, " e , 1� 1-1�� - .,;":, 01�,) _ I I r� �, �\il I A, )r1i (19 ��CJN ',_�'-`fl �b 11 _� r 11 )C4-)11 ,m" 1� ,� �j I I I �; I .I , I I v . .1.I . � I I � � . � I. I I . I . I . I � I �