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GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
SPECIFICATIONS FOR PUBLIC WORKS,
RRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. NORTH / 1 2' MIN. OVERLAY
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO @ 0.10' MIN. HIDDEN
SPECIFICATIONS. THICK OR AS TACKSTEM STREET TRAIL-,
DIRECTED DRIVE \
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2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER I 1.0=20' - - SAW-CUT LIN[. TRACT NO 4771
METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE 0 10 20 40 �1� LONE I
JOIN AT EXISTING GRADE BUCKSKIN CRES
RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE ����- EXISTING PAVEMENT__� ----------_ COURT COURT
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SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO -mm� lmmmm� I ___�___
COST TO THE CITY OF RANCHO CUCAMONGA. ___ ! Z i
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--------------- ,,\ PROJECT
QUANTITY "T", N 0
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH 11 i5l, ',�._, LOCA ION
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THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES CONSTRUCTION NOTES ESTIMATE ,IT, 1, > 10-
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RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH -1i � RACT NO 12332-2 y I
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EXISTING CURB AND GUTTER 183 LF. "�,� '.1',D � , ,,� ,` I I 0
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FACILITIES ARE SHOWN ON THESE PLANS. pt,1, �, t I � � � I
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EXISTING CROSS GUTTER 1 EA. JOIN DETAIL I \i 11 " b, , c� ll� I m /vy,
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4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, (D N.T.S. -,: , 1�'111_) T-,'i
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XISTING AC PAVEMENT - 5s433 SF. I I 1, �,"'�_��,,�_, � ,,,, 'T
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ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY 1, � 1, 11 T ",T_
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CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. (@ CONSTRUCT S' AC PAVEMENT OVER 4 AGGREGATE BASE - 4,521 SF. T ,� I I
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CITY STD. 106-B (MODIFIED) 1�209 SF. I I , 11 C'1_11 Tf,1��l ,'I'T,,
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5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES I I"l- j ,`,� � T, ,"
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@ JOIN EXISTING PAVEMENT PER COLD PLANE AND SAWCUT DETAIL HEREON 179 LF. � � I 1 I I I � ;
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- i , I 111-i"t , I I
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GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES 0 CONSTRUCT A2-8 P.C.C. CURB AND GUTTER PER CITY STD. 104 323 LF. I I 1� I,�,I� �A'T,ti�",, it, ,I ;)ln", !_%�/ 1 t,,�
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MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I _�z , �"" ;, 11, �7
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@ ADJUST WATER VALVE COVER TO GRADE 1 EA. I �-", I '"' I I I I I I
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6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR @ ADJUST FIRE HYDRAINT TO GRADE 1 EA. : , I I I "T - 1-',-,'� �, il I -- VICINITY MAP
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CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ll� "',-11 �, " � �zf , "': ,_ .
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E SIDEWALK AND RAMP 517 SF. I -111 -1 , ��,, , I T;t", �1'llt / "j�,�", /
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7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 0 CONSTRUCT 6' CURB ONLY PER DETAIL HEREON 20 EA. I 1,%� ." I I? t", T I "I (;�� " I I
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ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF : �i, ii_� " "� I ,,,-1 I ,�` I �
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MP. DO NOT REPLACE 1 EA. �, i�" t,,-I �_'. I �' I
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RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE I �._� T Z) " I, � � ,
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(TO BE CONSTRUCTED ON DOWNSTREAM EDGE OF EACH DRIVEWAY, TRACT 12332-2, LOTS 71-81) 1 -1111," I/ , , / I I� R(�,, " � j I - 1," I
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SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE _,,� - :� ,,, 11 � (1,5 f
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MATERIALS AND/OR SURFACING. NOTE ,, �,3v:/ I e ��, ,__ " \ � , , � :
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RELOCATION OF LANDSCAPE AND IRRIGATION BY OTHERS � I 1,t�11`11 ,,�:��% 11 ,it t" I 1 / �11 I, '1111 T I
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8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 001� T- �i
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ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL a �,�,6 c_> �--,�'l 11 _ �� q, �e I _�F)I" ,,,
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LEGEND :,_%-) , i �,_"111 A3"' ", ,,
ION OF ASPHALT PAVING. C:)zi�: �11,'13 _6 �,��- ,, . 1,t� ''� 1_'�T' - " ;�,,,, 11 I
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LIMITS OF CURB AND GUTTER CONSTRUCTION 1-11 11 11 I -1 I I I-� -I 111-1-11 - I 11 I I I- 11 I-11 11-I ''I'll" I I 1.111- I I I I I 8 , I t_� I 11 � ,�,�_' % �, 4 11, I 11 � 8 1 -lil I 1 I / / T, ,_", I Z",� I
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---------------I LIMITS �� ,-,�, - tT�� _ �/
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE C,� :�_"
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CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, [ OF EXISITING SIDEWALK, CROSS GUTTER AND CURB & GUTTER REMOVAL - ,,,,, 1, I'v, -H", 1, 11-1 'T I ",/ I I - I �TT ? ,", ; T I
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SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. j_____] LI M ITS OF EXISITING AC PAVEMENT REMOVAL -11 - 1- 1 I'll " " ,- -1 I , T� 11��,;l I I) �,-1 ,;'. 1.111_ t � I � I � _71"',_ , Q0 . ;
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10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN L____] LI M ITS OF COLD PLANE AND SAWCUT JOINT I I - I , -.1 ,,,,: ,� 't� fo, �,''��,,� I T- ,'Tt,,,� -11 "I", /1'�l _Nt,
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TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. C11-11 14� "', �!6.,�92 "< i� -1 q,,,� � , � .�
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11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY � F �" �,, I �4 4(8207) - ' �"&,)-t(7). " 1)4l 11W , -, -*,:. '. . . / "'A�. , 1, -,
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-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ' : - �70 , "-,. tk :1 _- / , ,,,,,,, ,"-,
MATERIAL, THE SUB ��_. , ,,,',%� ��, C-11"'ll i_ 4 ", � � -
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ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE I % 11 I -11 .11 (5-447o), g -'�� I:_ _ \,��,, 1 5� � I I �71 _, � , 11
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GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. I "', � ,� ��� - "' � I S� - /1 111�11 "I " � "-1 "
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BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE � I � -1 1, _, , . 111. "I , �,�,�",� I T,, 13 " 11" , � t , U ,
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MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. -1 tv t7 \ ,u
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13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF "i, �'ltl" "I 1-1 � _ , � , -11 � '/,, ,t ', ;T 11 '' "", � -,tt I - ,,,,, I ,,, I -
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THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF _� ,� " __ �' - 1, , ," ,� I, -j �, F, / 6N ��,,, 11, \',� _1 � "; �l il:I i'- I'll
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TITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY ''t,I I, :''"�� �'�,�����' :� 11 :, x I 'Ir T'Itt, I,I—, , I I i, �1� -. "I,__ ��,�
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THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE �, I "I I T, ilt, ,% I 11-11 � " 11 i , 7 � 1 � 11 11�'11' 1-1 , I "r -� " . �
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14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE _�, - � ,,TT�t,, - �....T T, "'; I �_,�_, , " " , "I "�v ' 'I 1, -1 � 11 1 I— , � I ,
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15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBIL I �',T� � ,"�t �� T` � !_,,�;,,, I - 1� ,1 4i 1,
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REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY _� 12 � �_.'t,_, ,,,,,, ,�,iT,,` I ,,,, � I—, �11-1 %� �t� 1_1 t , ,, ', _'�� 11 I I—,
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16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY . I "" " I ", �i 1:T � I ""T �, ��
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17. THE FINAL OR SURFACE LAYER OF ASPHALTIC C 2% 2% 1 11 tl �
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PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED I � I - :I
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ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- . I .
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SATISFACTION OF THE CITY ENGINEER. .4' �& I -_ & -_ CITY STD. 542 RB @ T A : I
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18. MANHOLE RIMS AND VALVE CANS SHALL BE ADJUSTED TO GRADE. - . � - � : * : EXISTING CONCRETE I
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ER'S NOTICE TO CONTRACTOR "'� . * " I �_l _11"- ""I", 12's 11., 61" I—-
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RINO%S' RINGSTEM DRIVE ' 11,11- , . _ ...
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES u I TEM DRIVE 1 3% . I 1,I I I I � I _,_,",llll� "I" I-_ _l`..........._ ,,,,--111,�11 , , I -11
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RE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE I � *......*.......�..� I __----------------� - ......�l I I 1 � 1 � .11 ', I I I I _1' I I , 'll-,
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BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON I T . � li. T ......._ I I I � I I �l .11, _1111 - ____ 1� I I I � A .1� "ll I i, I I "
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THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTI .1, � � . . I _' , � I I ,�
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TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON �k . I a . b . a I I I I � 11 I I I _,","", I 'T." -11, I 111_11 I I I I ' 'I'll" -11,11"
THESE PLANS. ral i � .. : I � I I I I I I I I _,'' __ I I ,��111�1 I", ""I 1 " I "I I I ��_111'
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ALL CONTRACTORS A S PERFORMING WORK SHOWN ON OR RELATED 11 I ," _"", �l � "I'-,"_ , ___�Tt
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CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE 0 1 1 1 1 1 _,"ll",1, _'11-111"" I � 11 I � . 11 '__,__l
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PROVIDED A SAFE PLAC LIC IS PROTECTED. ALL CONTRACTORS OK 44, , A .. 11 1-""" "I T,,,1, I I I ,"I,
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SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH '� I , ,_, ,'_'___ , I ��--
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REGULATIONT OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 100 "a I .......�, .,-"," , , I I I I 1, �'_1_111_
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THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S );p . );p '� "_,T_--"- , -
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AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH I 0 Iffik 0 , ____
REGULATIONT OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION m m DESCRIPTION OF REVISION DATE CITY
CONTRACTOR FURTH ALL ASSUME SOLE AND COMPLETE I , JAPPROVED:
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF EXISTING CONDITION ON
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS ITY STD. 104 Al-6 CITY OF RANCHO CUCAMONGA
N.T.S. N.T.S. i Ir,-
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REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING VARIES 0:8 BATTER 11 Ei_SS/
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 1,0,�........-0,-,31.11 6 pp 5� ,( C.
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN ,EXISTING GROUND ' e<11
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EXISTING CONDITIONS "
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CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE _ - �3 0
M BOTH SIDES OF PADDOCK PLACE NORTH OF RINGSTEM DRIVE JOIN THE STORM WATERS FROM THE NORTHERLY SIDE OF RINGSTEM EXISTING CONCRETE '�_ ` - � U) C/) Ln �
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OWNER OR ENGINEER. DRIVE WESTERLY OF PADDOCK PLACE AND ARE DIRECTED EASTERLY ACROSS THE TILTED SECTION OF PADDOCK PLACE IN THE INTERSECTION OF THE TWO DRIVEWAY APPROAC '�: I _...% .- �_ __llflo z; No. 20596 m� INTERSECTION RECONSTRUCTION PLAN
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STREETS, SENDING MOST OF THE STORM WATERS FROM THE TWO STREETS TO FLOW ON THE EASTERLY SIDE OF PADDOCK PLACE AT A LOCATION WHERE THE I , , t ,c� , -�:&
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LONGITUDINAL GRADIENT OF PADDOCK PLACE IS RELATIVELY FLAT, CAUSING THE EAST SIDE OF PADDOCK PLACE TO BE OVERTOPPED, ESPECIALLY AT DRIVEWAYS. 3 [",� I , I 11 - _______ _:
ONCE THE STORM WATER AIN WITHIN THE CURB AND GUTTERS. 'I'l-I'�,�,,�"-"""--,-'�--,�"-""-,�"-l''.�'ll"I ii, C'm , D PADDOCK PLACE
I PROPOSED CONDITIONS OFF \� - 0 zs
THE TILT SECTION IN THE INTERSECTION OF PADDOCK PLACE AND RINGSTEM DRIVE WILL BE RECONSTRUCTED INTO A CROWNED SECTION FOR PADDOCK PLACE - SECTION A-A Y DATE: Wgt_sz�
, CITY ENGINEER RCE NO 5.3
I EXTENDING THROUGH THE INTERSECTION JOINING WITH THE EXISTING CROWNED SECTION IN PADDOCK PLACE NORTH AND SOUTH OF THE INTERSECTION. THIS
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I DIAL TOLL FREE CROWNED SECTION WILL KEEP THE STORM WATERS IN PADDOCK PLACE SEPARATED ONTO EACH SIDE OF PADDOCK PLACE THROUGH THE INTERSECTION. A 'YTYPE � DESIGN V=ROM Ava RECOMMEN D
CROSS GUTTER WILL BE INSTALLED ON THE WEST SIDE OF PADDOCK PLACE THOUGH THE INTERSECTION TO DIRECT THE STORM WATERS IN RINGSTEM DRIVE 11_111� 6" CURB DETAIL E.J.L. 1p MORSE Suft=
fnft CA QW9 mr
; 1 -800-422-4133 SOUTHEASTERLY INTO THE WEST SIDE OF PADDOCK PLACE. THE NEW CROWNED SECTION OF PADDOCK PLACE TOGETHER WITH THE NEW TY V�����N.T.S�. ���� - d'I -
. ,13 WILL SERVE TO KEEP MORE STORM WATERS ON THE WEST SIDE OF PADDOCK PLACE REDUCING THE AMOUNT OF WATER ON THE EAST SIDE OF PADDOCK PLACE. DRAWN I 11IM111111111_ I F"60� ' SHEET v
W.P.S. P L NERS Y.AGINEERS SURVEYORS
IN STORMS OF LESSER INTENSITIES, THE STORM WATERS WILL REMAIN ON EACH SIDE OF PADDOCK PLACE. IN STORMS OF GREATER INTENSITIES, THE STORM WATER DRIVEWAY, TRACT 12332-2, LOTS 71-81) - i
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WILL OVERTOP THE CROWN AND FLOW FULL. THE CITY'S DRAINAGE POLICY REQUIRES AN 100 YEAR STORM TO BE CONTAINED WITHIN THE STREET RIGHT OF WAY. CE No 20596 DRAWING NO.
-E.J.L. DATE - '_' FILE NO - 12280
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