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HomeMy WebLinkAbout2164-D T 0 R M ONAI N CIE NwERAL NOTES a A Alk VICINITY MAP NOT TO SCALE 1. ALL WORK SHALL BE DANE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS N THE STANDARD (SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND E 0P EJECT` SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIAESOP ON, EDITION WITH SUPPLEMENTS. CONTRACTOR AN .,._ T THESE STANDARDS D j': ' SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE Q ... �� SPECIFICATIONS. F ANY KIND TELEPHONE OR POWER POLES WATER METERS VALVES 2, ALL PIPELINES OR SUBSTRUCTURES 0 A ! ! ! ! FIRE HYDRANTS ETCETERA SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS ,. r.. . OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. p E Sal w i 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPQNSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHAWN ON THESE PLANS. 4, THE CONTRACTOR SHALL RECONSTRUCT REPLACE OR REPAIR EXISTING STRUCTURES PAVEMENT CURB GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF THE STORM DRAIN s _ SYSTEM. T.C. TOP OF CURB .. 1•tir��c#r 3srx#&" t-§it9tSrrr�n�r'"zcs G.F. CURB FACE 5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DIVISION PRIOR TO ANY f: ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. A.G. ASPHALT CONCRETE c , 6, TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE F.L. FLOWLlNECIONOTRu TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF : tom: STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, ! LIP LIP OF GUTTER TRANSPORTATION GALTRANS STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND (TION THE SPECIAL PROVISION AND IN ACCORDANCE T.G. TOP OF GRATE } } AND MAINTENANCE WORK ZONES (SA.F,T.), CURRENT EDITION, , T PER GALTRANS STD. 1 CONSTRUCT 12 WIDE x 5 HIGH CAST-IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVER P P TRAFFIC CONTROL AN AF ICES SHALL BE PLACED AND WITH THE DETOUR AND PHASING CANS, R C GQ QL D SAFETY DEV INV. INVERT OF PIPE PLAN D80A. MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE ENGINEER. T.W. TOP OF WALL -- DINO COUNTY ROAD DEPARTMENT �' 2 CONSTRUCT HEADWALL WINGWALLS} AND APRON FOR BOX CULVERT PER SAN BERNAR nit��^.�:4n . "�:.� - " T.F. TOP OF FOOTING STD. PLAN 209. 7, PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS � F TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA H.P. HIGH POINT : ILWALL WINGWALLS AND 3 REMOVE EXISTING STORM DRAIN FACILITIES INCLUDING BUT NOT LIMITED TO HEADWALL} TA } ; S ISSUED BY THE DIVISION OF ;. ,�'::.' : � . . . CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES A eG �, ,�. , . :. ��° �`;: a�w F.S. FINISH SURFACE R.G.P. ;J ` SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA INDUSTRIAL REGISTERED CIVIL ENGINEER. ADE F.G. FINISH GR D. PLAN 340 OR CONSTRUCT 4 CONSTRUCT BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA ST � f G STD. PLAN 339 CASE 1. RANCHO CUCAMONGA f.. .,.: ..,. `. .,:,_.,. .... ....... ... .... . .::. ...... 4,.._.r,:_. GR. BRK, GRADE BREAK SUPPORT FOR CONDUITS ACROSS TRENCH PER CITY OF RA } .a,_.:_,N 8. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD, DWG. No. 120 AND SHALL BE 1`3J�S;=��r���`"'��V` `.. . '� °"`° 1��3f_.� VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER. F.F. FINISH FLOOR 5 TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120. G.L. CENTERLINE CONSTRUCTION, TRENCH BACKFILL COMPACTING ORIGINAL GROUND 9. COMPACTION TESTS OF EMBANKMENT C ! SIDEWALK 6 REMOVE AND REPLACE EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, CURB AND GUTTER, } PERFORMED. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE AND ALL SUB GRADES SHALL BE ER RIGHT-OF-WAY R WFENCES AND WALLS D.G. TRAIL TREES ETC. AS NECESSARY. �. . , I�?: . >>::.� . .::, 'r: .:;' f�.,*: SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND OR <�. '.: ;.: ' ." '� SURFACING. PT. POINT 7 PROTECT EXISTING UTILITY IN PLACE. MOVAL PERMIT EXISTING TREE TO BE REMOVED '^ 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO PAVING). SUBJECT TO TREE RE �t ,ter ,�; �' , :,,,.;,... , < �, . : .•:.... _, ...ra.�4Y����F,. 11. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR THE CONVENIENCE OF THE PROPOSED GRADED SLOPE .. ' CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF PROPOSED ASPHALT CONCRETE PAVING WORK. 12. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN ( FIRE HYDRANT ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 UNLESS OTHERWISE INDICATED. 13. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE SHEET FLOW DRAINAGE CORRECTION OF OR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED -. _ EARTH SWALE AND DIRECTION OF FLOW PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. - .•, .-�slN -.:, �t ._.: >�. :::: >:< ...<.: ...� .;_ Dated July 1, 1992 IT AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT GLEAN AND HAZARD FREE ORDERLY 14. WORK SITE ! 3.80/ _ GRADE WITH DIRECTION OF FLOW STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE GLEANEDUPON REQUEST OF THE INSPECTOR. T ` - Yg- - '+y 'Bi- kP- 4�� .�' a' :6'.".Siso&. •Lt'. ''..�.i- t.i 'i•': 15. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED LINE EXCAVATION. � . (STING GRADE CONTOUR TWO 2 WORKING DAYS PRIOR TO E _..� � EX �, SURFACE LAYER Y OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL - 1,,.. ;� � _ � �,� . ,�� � � ; • # � , � � ,� .r� � � �. a�a ;; 16. THE FINAL. UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY 1332 PROPOSED GRADE CONTOUR UNE AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER, d"bars, far earth savers a to and inaludin 10' Span 4° 5° 8° 10° 12° 14° SPAN (Ft) 1fl 12 1#.- Number 5 6 7 8 9 10 12 16 - „ r PERMITS INCLUDING BUT NOT LIMITED TO HEIGHT (Ft) 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PE S ! .-x-x-�x- - EXISTING CHAIN LINK FENCEWuxi-mum >: -a over Ft ENCROACHMENT PERMITS DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS ETCETERA PRIOR TO ! Roof r Inch ,; a � =��` ;: 8.5 BEGINNING WORK ON THE PROJECT, PROPOSED CONCRETE BLOCK GARDEN WALL wal Is 2 Inas _ _ __ .� 8 1 _ __ � _�� _ `� '�� .�. ' � � .._® v Invert T Inch =;: "E :':.. �> �.,' _-. :, .:8.5 ': � Spacing Inch !! !! D CONCRETE BLOCK RETAINING WALL p g PROPOSE A LICENSE GENERAL ENGINEERING CONTRACTOR IN ACCORDANCE .� a Size Bar :_ :.. .,s�.�. >,,,_ �. , :, ' ,: ,:, 6 18. CONTRACTOR SHALL POSSESS A CLASS ( } , .> �..r.. ., � :_. 7, .,:; � : ::... ..:Fri.: .;� :. �', ._ ® Size Safi 6 ,.._.. r`� .,- _�, �. �-; �". .:, : ,� _,,; . ,,,�:: - ._. .... . ... .: _ 2_. ,8_ Invert WITH THE PROVISIONS OF THE CONTRACTORS LICENSE LAWBUSINESS AND PROFESSIONS CODE, YE FENCE WALL PER E Elev �! (CALIFORNIA( PROPOSED DECORATIVE f w b Dimens'x� 'B Ft-m�, �.: .� :rt. .. 3-1 .: } 7Q00 ET SE AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS L �imens'sm"B" Ft-Inch ;� ` SECTIONQ) LANDSCAPE ARCHITECT S PLANS - CONTRACT IS AWARDED. c Size Bar -s_ � _ _ w „c f D'rn�sion„C,° Ft-Inch � '3' ��� > 4-4 �:�:, .5 � "# ��'+� v TRAFFIC SIGN � * e' ize Bar ,Y T3 o® Concrete CF 26. 4 . SLOPED INVERT a Reinforcement LB/LF �: � � � _ T, :295 San S REMOVE EXISTING * see Note 5 �� See Notes ,.--._ --- Investdope 6:1 Slops 4: 1 See Note 9 Elev � Invert Invert - _- EXISTING RETAINING WALL "c°' 45 Dia lap p Elev Elev � 4 �RCB x S/6 s 3 bars "B" "b"bars `°c`beta PROPOSED STORM DRAIN 3/4"Min fillets !V'3 bars Qptianal Const Jt "a°c-)bars , T • • e,bars See Note 4 6'° � see Note 6 FLAT INVERT V INVERT TRAPEZOIDAL INVERT ~ • • • �. PROPOSED AREA DRAIN �' --� ••°•bars Optional MConst Jt c, m s alin ALTERNATIVE INVERTS "d'°bars 0.25 S ' _ acin bars °°e' bars NOTES a' or 4�18 Max See Note 5 ' See Note 7 ROOF SECTION RCB or saver over 10 9' t• For boxes with span or height less than any of these shown in table, #4 #4 8 #4 total 3 SPANS 10' THRU 14' use next greater size box concrete dimensions and reinforcement. See Note 7 11 e°' or`11 45 INVERT SIMILAR Make necessary changes in bar lengths and quantities. Dia top bars I 2 Quantities are approximate and for design purposes only. #4 Q 018 See Note 4 I #4 0 18 Max 2"Clr 2`"Clr T ek RCB 2"Cir yp 3. For boxes with span or height or cover greater than those Shawn in tive Typ tables, a special design Is required. const it Const-AlternaJt Alternative • 4. It is permissable to eliminate the 180 hooks on every other bar. Const it b' Wars bars 5, "e"bars are at half spacing(spans 10°-14°only). tO See Note 4 ni a - • 6. "a°°'bars are at half spacing(spans 10'-14'only). Const it bars #4 � v) 7. Provide paving notch when tap is exposed and when pavement is • c Portland cement concrete,and adjust quantities. #4 #4�18 Max r • ® 8. For design and details not shown,see Standard Plan D82. Typ • • .a,.bars r 9. For exposed tap, provide#4 0 18 each way(2°lap"o°'bars or full span) T2 1 L2 San e"'bars and adjust. See Note 5 1/2 Span T2 TYPICAL SECTION - WALL SECTION RENFORCED CONCRETE SPANS 4' THRU 8' TYPICAL SECTION - SPANS 10! THRU 14' SPANS 10' THRU 14' SMILE BOX T NO SCALE DW to_1-s3 AMP&MUM U A N 1'#%E TO` UWAN i K Le I UPF,,, I&T INOTR __'TION BE1"dHMARK_' ■ e THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN do UC rl ARE OBTAINED BY A SEARCH OF AVAILABLE REGARDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO DESCRIPTION: 1" I.P. TAGGED L.S. 7788 AT THE CENTERLINE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PIANS ARE NOT INTENDED TO SHOW INTERSECTION OF ALMOND STREET AND HERMOSA AVENUE. LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE ELEVATION: 2076.85 CONTACT ALL UTILITY COMPANIES' AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS, �P�° ESS/4�'�t DESCRIPTIONO ISN ATE pRp iED THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM DESCRIPTION. MAG NAIL AT C.L. CUL-DE-SAC AT NORTH END OF WATER/SEWER: GUGAMONGA VALLEY WATER DISTRICT (909) 987-2591 AVAILABLE RECORDS AND SHOWN ACCORDINGLY. T ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR EMOSA AVENUE 10440 ASHFORD STREET q v PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTINGI W F R A UNDERGROUND SERVICE ALERT (OR GALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, ELEVATION: 20$7.69 P.O. BOX 638 179 WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, RANCHO CUCAMONGA, CALIFORNIA 91730 ` R.G.E. 29224 INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO GAS SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7965 TITLE SHEET .STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE START OF THE CONTRACTOR'STIL WORK, THE ENGINEER WILL NOT BE RESPONSIBLE 16231 VALLEY BLVD. s C1V I\- �,�P Almond Street Re 0 Storm FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. FONTANA, CALIFORNIA 92335 ` OF CRS-tF®� Drain ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO ORK AND UNDERGROUND THE PUBLIC IS PROTECTED, ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE SERVICE ALERT: 7951 REDWOOD AVENUE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND W{ THE OR FQNTANA, CALIFORNIA 92336 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 26u± west oftf Hermosa Aviennue TELEPHONE : VERIZON Van CAt4epYa THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE G0N CTQRS AND SUB ONTRACTORS CALL TOLL FREE 16471 MOJAVE DRIVE BUILDING A (760) 245-0330 g APPROVED BY: w � DATE f COMPLIANCE WITH THE OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF �_ QO_ 2-�_ sOQ VICTORVILLE, CALIFORNIA 92392 ^sSolates t ��j�, LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY �' C G ER.C.E. . ORDERS". CABLE CHARTER CABLEVISION (909) 343-5165 CIVIL ENGINEERS • D SUR ORS DESIGN RECO MENDED CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 6680 VIEW PARK COURT 1®271-8 E K STREET EFORE YOU DIG RIVERSIDECALIFORNIA 92503 CHOCUC A 6veie-vL - - SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY' OF ALL TWO WORKING DAYS B , ONGA}CA 91730 PCT PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO "CAUTION". Remember the USA Center only notifies ( 987 DRAWN f S ET NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER those utilities belonging to the center. There could FIBER OPTICS: SPRINT - TRANSMISSION DEPARTMENT (909) 873-8022 DGA AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE other utilities present at the work site. The center 282 S. SYCAMORE AVENUE OF PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF will inform you of which utility companies they will RIALTO, CALIFORNIA 92376 CHECKED�'Dc'p 10271-8 TRADEMARK STREET cow 7 DRAG Na. THE OWNER 0R ENGINEER. notify. D IEL .GU ER DATE RANCHO CUCAMONGACALIF IA 91730 R. .E.29224 1 EP PH( )987 FAX( )941-1528 2- (P4 �" . I � , I � � � . I I I � I I � � I I I � mmmoscm= t ­ ­--_�-, _,_­�,"",I.......­­,"', , ,�­­­­­'­"'­�,-­-,- ,­,",r'_""�, - ---.;- -, -------�.......-­'­_'_­"',-,------------ ---,----- - -----­­­---,­ -,­ - ­­­­-­­---�--------1- --­----- -_;_'---_'__.-1--1----.-_1_-_-...­­� . � 1__--_-_1___'__'.'__________' __......�-------____- _4__"_'_'_ ­­­......�,-'__t_.__-111-11._­------�' . � I � i . 1-__.11-1_-__.__-1F1 � � � . : � 'T,---I--'­­_1__1__-11_I—__1...11-1-11--111__'_111_-_f__-1______­ ­...�r­­­­­­­­�-----------------------�-­­­- � _i --A I I � t I I � � I � i ; � i ! : : � � � ! i I i i � i i � � I � i � I � %IT � � � I w � ; I � � i � i ­­-] I � ; � � � i I ! I � ; � ; � � � i � I � � � i � � ; i I ; � � i � � � � � � � � . ul ps ION BE 1 � F � i I z ( i I I � ( � i INCHMAgKo:. ' ' _* � . I ! � ? �._.....______'.J_ � __ I___1_ 11-4 ­­-------4----,,.��--��-��-�,�-,--�,�--,--,�,-,-�L,�--l�l---,--�-,�,�l- ­'.....-..........­'­."_.--__-'111.__--_4­I�-I-,--1-1-___'�...........____ ___-11-_-._-.__11117_--111-1-.1.­­-,�­----�-.1�-­-.11.��-i-��--."-,�-111-.�.",-�t-,,,�,-,--",-.��"-�,-,-"��,�,�-��,--, '.' �...­­_�l-l�--���,�,�-,-.,�-�,.--�-.-�.�l,-"--�......._____'___-11__-1--1j1-11 I——--1­­- - __"__t _11-- _ , � 11__-­I-"I ­­­­'..­-1.11.1--1 I i � i I . � � 1 I—-1--------- 1-1.11'.._­-4------------- �' ! .��ll-�-�,-�.11��,�-�,��-.1r�-.-"-.,.�'...,--.�l-- I i � i 0 i � � i . � � � � � � � � i � f I � � a j � ; : � � � i I I I � � � 2 'V46- 0 � -,i 2 1 P � f q � I � I __......_____ � I 'T..........-"---"- � NOTE REGARDING EVS ,UTILITIES- � � � � � � i I I I ) ; � i DESCRIPTION: 1" I.P. TAGGED L.S. 7788 AT THE CENTERLINE . � : � � � � � f � g � � I I i � ! i � � I � I � . � � ; � f I I i p � . � I t _-1-1_.1._11_-- -----�,-�,-"--Ii--�-----------.-,t-," � I --4-------- ___4_______1_ I '.'___"___' '_'_..._ 1- .__'i___' ­______'____ ..---.�".--�-.-,.,.�---.----,�-.-.--.�-l-l.-�.-I�'..,--�--11-�,-�,-,-",-�,-�-,�-�----,�------ ___�__________'___' __ --��--l�1--�---��---��-�.���-��,�', -,.,-I.�-�-,---,-----.-,�-�-,--,--,---,-. ; r1____11___1"_'_'__ -��-,-"-,�--,�-,�.-,--�-.."-�-,.,-,.�-��---,----t-------------.----.i-----�---------­------­------ I 11 � i � I f I ----"-_f1'_____'__'_'_ ;�,-�,---�,��,-�,�----�------�-�,-.,- ,--�,----.--�-----�----.-���,����-,��",�-�---�--- I . 11------------ � � i i � m E � � � � � INTERSECTION OF ALMOND STREET AND HERMOSA AVENUE. 1 i I ; I � . I i i z i I � � i HORIZONTAL AND VERTICAL LOCATIONS AN MB I ! � � � i � i I � � I i � � t � z I i N � � � i � i I � I � i I � � I ! � I ''I I ' I 4 I � , ' I . I t � '111�r � ,�........._...__------1--�.�,�,�ll.,�,�---"-.I.t-,�,�,--�..�-...-.-.-.,-.��1-11-.�-,-,-,���--,�-�.,.,�,,--.�,,-,--.-�-�.-I --___-1__-_-1_1----1'___i_____ ,--,'I.,,- .___1_-._1-1___-_ _ __.....__'_"__"_11" .-.-�,�.1--�...--,�,-�---"-,-!.----�-�-,��,-,�,-��-,�­­_ __ I "'­__'_­_'­­------_t.'-'_-._-' F.-...."I-,----1-1-A _1 _t11111_-_____ - _____'_._'___ - UNDERGRO( - I . 1 ---,---4,------ 1 1 1 11 EXISTING-- JN6---UTILI­T­Y-� LINE-S---�AND�,-�C-0�.Dul-T,-S---i-�-.�------------ _-"__7-____--------]_-_1__1.'11."___'_------- ---.,�.-,�,-"-I-�.,--.--..�.��-..-,- k � T_ I � � I F_-"__"__' � i I ,,, ELEVATION: 2076.85 1 & y i I 1-1, I � . � I � . � I I � � � � ,��'. i � � � i i ' I I t t I � � - t I ; � I I � - .1', �" � i i � � I � �r I � � � i � , UNKNOWN. CONTRACTOR To VERIFY HORIZONTALI& VERTICAL � I .1 : � � 'Ap"o"IN"" 011"'T11"' ' "TILITIE'04' I ' NUJP%TE RE"' � z ; a:: � i I U KU U A Z) NU U to 1, I ; � I i i I I I � q ; j_..._ t I � � I � � k t I __ I ...-1-1.1 ,---,.-�",--,�----,-----.��i-,-�---,.----�---�----��,-�--�--.-,-�-,-�----.--�--�------�,-------,�.,--�,----�.,--,-.,--,-,�-,-�,��-"�---"-,�--,-",�,,�, . I i � _-__--41-1---__ � I � � __ ' � I f �_­__­_____1 ,"- _._...11_.-.-- --1-.-_....".­'­­ -1...­­___­.-_-'.­­'--_ ____'_____1__1._1--------�-------�-.---,.�--l��-�,-�---.-,.-,-,�-,�,�--�---j-, , . i � . __-_-I........._'_'_____' _"_' ___"'___'_'."_" _1"__-'1,---�,.-�-��"-.-,��--,�.",.�-�,--�-�,-.,�. � 7 � I - .,7� DESCRIPTION: MAG NAIL AT C.L. CUL-DE-SAC AT NORTH END OF il-"­---------­­-- -LOCATION'­PRIOR Ta---START--OF---CO'NSTRU'CTION-.�"-'ANY��--�'�-'��-'�' i � T � i w � i ( I - I � � � ! � � i � � :1" t � � i I y i . I � � � I `�' t � ! � i ! cr. � i ��i I � I � � i � � i � W i � � I � � '" T TO THE ATTENTION � � � � ! I � 11 L I i � i � ! -, DISCREPANCY SHALL BE BROUGH _Of . i , � i � 1,11 I , _j E_ ____ � "­ -_­_____._­­­­_"_ __1_.1___1.-.1__--_-1------�_'__.......____ , ____ -�-,��--l-1-1---�,.�-�,.��-�-,�.-��--�---"".�__ ... _________.____ 11 _9JI.-J E_ __--__-_1--I-,,-,-- >__3...___ - _______------_______ .�-,-,-�-,-"-,-,-�-�-1-�--------..--,�-4___1.._------��+--�,-.�-�--------i--.------------- I. I THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN "..j f I i i ; I : I � � . -1 � i__ ___----- � i I. � i � I � __j ----,-I I i I ,-"..-,-��.--.---,-"--,,�---",-.---,.�--.--I-l�",-.-,�.-,-.--�-��,",----�--�---"�,��.-�,,��----,�l.-.�--�--,--"�----�.--.,----.-Iill--,-��l--.-"--- �--,--Iorl.-.,-.-,�";,-"-,.----�-1--l.1_�_1_1111_1_1_-__.__�______"'_.' ____1 � t ; ; ; � ; �__ � � � ;�" � I ENGINEER. � f I � � z_j i � ! � ! _.�" ! I � � i i i � � � i � � � � I ; " t . � ! i i i I I � i - Z:�_- � ( � i t I I cn i I � � _7__� I I � i i PPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. ­ � ; � ( I , I � i i � i I .��j ELEVATION: 2087.69 � I ; � � I � � - ,-"--�,--,,----.-��--,---.,-,.---�---,..--.,--- .- _0 _­-'-_'-_-_­_ �-,,,-,-�,.��..��,--,-�.�-�"--�� __________I,---1.__­­­1-�­­­­­ __1__1­­­_­­­q­__­ 1.1i�l-II.-��-".-.,-.,-�"-.,�1-1-1� ,��-.11--�",------.�1--�-�----,-"]-�,,�-",----�,�,-"�� ____1 � '-----11- � "UPPOR-T--OR,--E-NC--AS,E---E�'Xi�S-TIN LINE­-OR­fC­OND I -,,-",-",-,-,--,,--,"""i-"""-"--,-"" T f - __L__""_-_-_____ -S G---',U`TILITY­-- . � � _1__-'_"__"'_"_ z � � ___i__1___1___ � � i � � � -":_� 2080- 1 ; � � � I _­_ � � i ! I � i t I � � ! F__-_"___'-2080 - z � i i i I "."'I", I AS REqUIRED PER CITY; OF RA ,CHO CUCAMONGA 'S� i i � ! r ') � i � � i � � i I i i THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND �­: T� � I I � I � � I i U1 I i C I � N STD. 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I ; . I , I ,�". Y'��--��'- ___'___'__r_______ � � . . -'-7----"- i � _j,-- CONSTRUCT 12' WIDE x 5' HIGH CAST-IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVERT PER CALTRANS STD. t i -­�.'' I I i 1 1 � � � � 1 � I _'.��- , , ---c_.._..4___ __ __Izu u ____--__-4______ -*;z_.1!�_4__1­__­_­_' __11-_. -__­_�__­_­__­_­ � 7____1?1____1___1­___1­_ . ':�.­�'�_' ; � I i � ZU60 i i wp . � � 4 �­'�'._'��' '. , i - ! ; I- I ':-�-."!,�� � 4�1, * ! i i � I i I I i � � I � i �,".. i � � � I PLAN D80A. � I � i I _j � I i . 1 Q co I (� � i � � � ­ 1. i I I I i I t ! � � i ,,,,,""',,,,,,,�.��,--', ­__­ � ' .' 1 , + . ' - .' I � , I. - �I ­­­..--� � . 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(o � � � ! i <2)- CONSTRUCT HEADWALL, WINGWALLS AND APRON FOR BOX CULVERT PER SAN BERNARDINO COUNTY ROAD DEPARTMENT i i � � � 't'.��:� i I f � � � � � ; I'll �"­­� � i C:o i � i � i , � I ; � � i I � � � I w , ­ I �_'\_"__- � � I � C� I � t -_1_1_-_--11___ .11.11-141 , ' '_____'__.'__'_------� ......­­-- ------11-111-4 __1. ­_ ___-11.___- ".._,� �:__"­ _'_'__'_____-1..1"._11____ ­­­­I—I", - ­­­­-­I----------'--"'--'1------l'-I'��--l-"--"",,-,�--"-�.�-�----�"'>�11----,�11.1.1�-�-�"-l.11�..�l--"-- _�'_____-_1_11_______ ! __'_'_"__'__'__"_­_' ­­­I__..._-__------------- _'___-"-----_-__j -1,1111".-7::: m i_�;;d-Lo­ � , 11 __�-'1-111._-1'_-..-_-.......�--,""_.____"__....­­__*_11___11__'____'.�------_______TL---­­........ %.-/ T , '_'� L1--111--_ -.1-1 � _,'�'-�� ­' � W" -1-1 0 �­ t I � � � I . ­� ­� I 'N � T", � ! � _ _ I � � STD. PLAN 209. � ! � � I i � It � . 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I I " I , ",----"-,-;.......­"^"____­+ ---,-------,­­4­­­­­ � � i . , v � j � � � � ...........-, � � � i � i � i ; i � I � � ! � I i � i � I . � � i � � t I � � � I � � � � � � + _3 I � I � I . I � i � ! � ; � � I I � � � � � i 2 � � I � � I CONSTRUCT BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA STD. PLAN 340 OR CONSTRUCT � � - - B i f i I ; n I L.: i � I ' ' I i � q i 04 i I � � , � � __'_'_ � I � I �� � � I , i 1-_..1_-1_1--------;'.---1._-._1__I _'_'__'__._'.'___..._______4------�_1----,�ll.-l'-�---,-.�-,-.-��-�.-��--l"-,�-,-,-.,-�......___�___....._-___111 ___ ,��--��.41-����--�.I.��-��,,�,�--I-_-1__'____-------1_--1___.___-. _­­­----I.-I�.1-��-----,--�-,----.,-.�",-",--"",�,i���"--,-.�--��. ----­"--___Je..........­­ _____- _�_1.____­­1_­11­­1­­ 0- � � I " I � � _71--------_...___.'.----..-,. I ______'__!1_______ -1-".-L-�-,�l-�--�'l-��il��--�-�­.-­­'�...��--.-Il�1----'---�-1-�'ll1l.l.-�-,��,.�-�- ________ � � � I i � "_­_'___ --�--l�l-----�-��-------�,��---------------�" I,---,-----_'____'__'__'____'__. I -+----I.1-__' i I , -I i , I � i I i : � i � I � � � � i ; � I f I ! I t � I SUPPORT FOR CONDUITS ACROSS TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 339, CASE 1. I i � � � I � � � � i t � I i i ! i i I i � j [ � � � i � i i � ' I � � � � � � � � p I I � � t i � I I i i i � � 2 � � ; � , , . � � _._._.1_i.__.__-_1_____..L--,"', ­­_+ _­'_'­"_._ __ _� ______�........­­­­------1--______'__-_r'_ _- _ ----.-�,�.1--�,�---.--�--�11.1-�_iw­­'_______4 1___._,.1_1_,_1_1__1i CONSTRUCT 95.30 L.F. 12.......WI E X 5' HIGH I i I k � �­ ­- -.1-.1--l.-.1. ,, ......1-......1"..",-..--,-,���.-,.,--�-".��.�-",__'_'__1-11,1_11111 4- ­_ ____I I _ , ---------�____------- f --111-111 , ___". ­­' . �­�_1_11111' _-, I 0 ;­­.__­_` I ......_"_j___________"'_'_'- ' ____ I'�,�-�-�,�,.�-��11-1-��11---,-, .........____L-____-_'__'__'_ i �1­'_____""_ � i . . - ­�'­­­_-���------t11_-__1-__­­_+ 7 4---------­­­-+-, � ! � i � � � I � � I f � I � i I TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120. � � i i - i � i i i ! i I i i - � I � i i � i � � � � � i i I I ; � I I ; � i I ; CAST�IN-PLACE R.C.S. 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N i ; i i � � i f i � % � i I I i co I � i j z � � � i k!�- REMOVE AND REPLACE EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, CURB AND GUTTER, SIDEWALK, I i i � � � � I � i I i � i � � 2 � I � � � � I � � k ! � � . . ! i i ; � � y � � : � � � FENCES AND WALLS, D.G. TRAIL, TREES, ETC. AS NECESSARY. 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I;6 _Iv�I 0_j 1�1\ 0 1 1 \--- - 2074 r- I "� I- _'�) ._16 � <�' -V EXISTING FRUIT/VEGETABLE CARDEN TO B 7 1 1 (n 11 (D 0 �� In CITY OF RANCHO CUCAMONGA ED AS NECESSARY I w fn I I w R.C.E. 29224 m LIMITS OF G A I I - $ �'� - - $ -_ PIAN & PR OHU ( EXISTING 30" EUCALYPTUS TREE A OND STREET 3�: -3 _"�� 3$ / - I I >1 I * fr- 1�11 I$ $ ,-- 3�__ CIVI'L / 3 .. � TO BE PROTECTED IN PLACE m -,*-I +"__'_�22 ___.1;_'___ v'_ .-'m-11' . _11/2� OF cpN'\J Ahnond Street R.Go".B. Sitorm Drain . � f__: I \' I 1 � C) I (f) I m X I '_�, I ;9 / (Z) � (.P w I I I 1zs W, '�055 6 �), -t-%, ell% A x 260p+ west of HermosaAvenue --- ___ --------- N Ucin Cive i,4 ie-a ��_; // --,-' . ^ . APPROVED BY.- I DATE _S�zz= " 1`3 . -,;;;pl 0 - c� C> I & Associates cmp "'� Ln C)� CITY ENGINEE I - - -_ - R.C.E. No. 24953 AEn ___7___1v � I - - / / I I CIVILENGINEERS o LANDSURVEYORS 7 1 - It - DESIGN 4-% REC7 DED 10271-B TRADEMARK STREET v /oo,wu* / RANCHO CUCAMONGA,CA 91730 DGA -----_- cipi "veif&va - I ( (909)987-4306 DRAWN " S1#ET I'll DGA & Associates ANN& 2 / _* - V-,_OF- 2050 _ fAl. A"� X�-p I-0( CHECKED 10271-B TRADEMARK STREET DRAWING' No. � m t - .- " ' '' - - - - I I I ` ' __ � I - ' I � I I' - - - - � - ' I I ' - " - � ' ' I 7�� 1- �t I F=�=011 I - r C 1�t� f 11 I " I - - I ­�-1 I- .11 __ - "I - - ­ - - I - .I. 11 " "� , , , " , - � - - ... -, "- , - � _ I I I .....j_ ' I �� ' ' ' _'__ --i - I � � , � a___z�1111_ 1-i uj _'__-- , --- I I I � , I � I � _f i � I I I / I IEL E.GUER ', DATE RANCHO CUCAMONGA CALIFORNIA 91730 _______ _____ I - R. .E.29224 . 1-09 MEP 1111:11 Mill - PH(9M)987-43M FAX(909)941-1528 Z'11 (p4- . I