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HomeMy WebLinkAbout2521 ---------- GENERAL NOTES G C ALL WORK SHALL BE�:DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CITY 0: RANCHO CUCAM:O�Nl AV ALIFOR�NIIA 'c-UCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - ARROW RTE CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. PR:OVEM,E:N�T P! 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. TPM 1�93�02 8TH ST 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE uj: SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILMES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. SITE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 6TH ST 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL i Hif I� I 4 BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF S�UB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS, Ul __j & ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER RLITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING, 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL 4TH ST GROUND AND ALL SUB-GRADES SHAH BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. a 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT VICINITY MAP E AND GRADATION OF ASPHALT PAVING. Is 1 Ll 1 v, 9., PRIOR' TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY,- R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. cc 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY ILI, MARKS CABLEVISION: ELECTRICITY: IH FTBER-GPTICS/ TRUNK LINK THROUGH PROJECT MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHIC PROTRUDE ABOVE SOUTHERN CALIFORNIA EDISON CO. THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL DISTRIBUTION PLANNING 4240 HALLMARK PARKWAY OF A QUALITY BETTER THAN THE NATIVE MATERIAL. SAN BERNARDINO, CA 9:2407 7951 REDWOOD AVENUE PHONE: (909) 88O-D220 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED FONTANA, CA 92335 - CONTACT. JOE DEARMAN BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE 11" 1 TITLE SHEET PHONE: (9091) 357-6221 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 2 6FH STREET CONTACT: JOHN RUSSELL VERIM.N... CALIFOR"N]A.-—IN C 'VENUE 3 CENTER A GAS: 13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE SUITE 200 K SOUTHERN CALIFORNIA GAS CO. -2407 4 SIGNING AND STRIPING PLAN VICTORVILLE, CA 9,2392 DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANT-11TIES 5 STREET LIGHT PLAN DISTRIBUTION PLANNING -0846 PHONE: (760) 245 BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 16231 VALLEY BOULEVARD L CONTACT: IVAN ROBIDOUX SPECIFICALLY LISTED IN T14E ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE FONTANA CA, 92335 OTHER ITEMS OF WORK, WILTEL BEN: HMARK: PHONE: (909 428-8411 INC.: BM # 110011 AM-11--,Ll CONTACT: AEG GASPER FIBER�OPTIC* TELECOMMUNICATIONS 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NU BER 401 SHALL BE FOUND I" ROUND HEAD BOLT IN CONCRETE CURB STAMPED SBCO. BM. 0109a" AT LAS VEGAS, NEVADA TO LOS ANGELES, CA CONSTRUCTED AT EACH INTERSECTION. 1 4- NORTHEAST CORNER OF 6TH STREET AND HAVEN AVENUE. 1.0 FT NORTH: OF END OF COM�IVIUNICATIONS: U' D, CA, 9 1 7a,6 .... 1260 DUPONT STREET CURB RETURN. --- P.O. BOX 21348, MD 26-3 16. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE ELEVATION 17'4.178 ONTARIO, CA 91761 CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE PHONE. (909) 390-4738 TULSA, OK 74121 REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR CONTACT� LEWIS MCDONALD -3397 APPROVAL. PHONE: (918) 588 PHONE: (909) 947-,9441 (LOCAL CONTACT) 17. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY LOCAL CONTACT. JERRY KENNEDY ST OF THE INSPECTOR, STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUE STREF TREE NOTES-. 18. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVAITON, NORCAL ENGINEERING LWAMBITUDIM Lem 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STAR,DARD 10641 HUMBOLT STREET PLANS LOS ANGELES CA 90720, PROPOSED SEWER UNE INM_ MR 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOtLS PHONE: (562) 799-:9469 9&JR-RIEWS cacmAcm SCALE.1"=80' REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR FAX: (562) 7991-9459 PROPOSED WATER LINE NUTRIENT DEFICIENCIES MAY REQUIRE BACKIFILL SOIL AMENDMENTS, AS DETERMINED BY I. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN THE CITY INSPECTOR. REPORT No 18712-16 PROPOSED STORM DRAIN LINE E'LY ELY EX, 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE DATED FEB 24, 2016 —-—-—- CENTER LINE ON THEIR PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF EX PRTP ENGINEERING SERVICES DEPARTMENT MY KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE V R/W W 80' 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. PROPERTY LINE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION- ANY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT EXISTING CURB AND GUTTER 33' PROP. RIGHT OF WAY SHOWN ON THESE PLANS, AND IS RESPON:SI'BLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, 7' DEDICATION STREET BOTANICAL NAME COMMON: NAME SPACING COMMENTS QTY THESE LINES OR STRUCTURES. 40' EXISTING RIGHT OF WAY --------- 40' SIZE EXISTING SIDEWALK MAGNOLIA 2. THE CONTRACTOR AGREES THAT HE WILL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR & 22' 18' STH SAMUEL SOMMER 15 GAL MIN 45;-557 11 (S) EXISTING SEWER LINE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING 'CONSTRUCT GRIND AND OVERLAY EX. PAV POPINEUS 1 7 EXISTING WATER LINE 2!" WATCH AT CL BOTTLE TREE GAL MIN SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 4' - CENTER BRACHYCHITON 15 3� AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, SIDEWALK EXISTING STORM DRAIN LINE INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY 'REAL 27. EXISTING GAS LINE ��! OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING z LAA= FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY ----(T)-- EXISTING TELEPHONE LINE PUBLIC AGENCY. EXISTING ELECTRIC LINE 3. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR EXISTING VALVE THE PURPOSE OF SATISFYING DISTRICT PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR CENTER SECTION SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE N.T.S. LOOKING SOUTH AB AGGREGATE BASE NTY NORTHERLY EXISTING MANHOLE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S) AC ASPHALTIC CONCRETE N NORTH 4. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE Sly BC BEGIN CURVE NTS NOT TO SCALE FIRE HYDRANT OCCURS, OTHER THAN NOTED ON PLAN�, CONTRACTOR TO CONTACT DESIGN! ENGINEER FOR NLY ' EX, BCR BEGIN CURB RETURN Oc ON CENTER PRTP R/W R LINE -METER STREET LIGHT POSSIBLE REDESIGN. IF REDESIGN :IS UNFEASIBLE, CONTRACTOR TO RELOCATE UTIUTY AT V 88. CENTE OD OUTSIDE DJA N P W CL 0 EX: ENSE TO ENGINEER. CB CATCH BASIN PCC PORTLAND, CEMENT CONCRETE CSP CORRUGATED STEEL PIPE R RADIUS EW=, 44" 44' DW DOMESTIC WATER RCP REINFORCED CONCRETE PIPE CITY I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COUNT BE EA EACH RT RIGHT 12' 32' 32' 12' DESCRIPTION OF REVISION DATE APPROVED DISTURBED BY THIS PROJECT, ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE EC END CURVE RW RECLAIMED WATER CONSTRUCT GRIND AND OVERLAY EX. PAVEMENT SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: NONE 4' EXISTING PAVEMENT ECR END CURB RETURN R/W RIGHT OF WAY SIDEWALK COMPLETE FULL SECTION E'LY EASTERLY S SOUTH CITY OF RANCHO, CUCAMONGA 6- F-1 Ilt- EX EXISTING SD STORM' DRAIN PLAN AND PROFILE FIG FINISHED GRADE SF SQUARE FEET FL FLOW LINE S,LY SOUTHERLY 6TH AND CENTER AVENUE DATED: ER R.C.E. 67674 ALI MONSHIZADEH FNC TOP OF FENCE SS SANITARY SEW FS FINISHED SURFACE STA STATION 6TH RUM FIN FIRE WATER STD STANDARD 0 HP HIGH POINT TC TOP OF CURB N.T.S. ID INSI E DIAMETER TF TOP OF FOOTING APPROVED BY DATE 0512to—so INV INVERT TG TOP OF GRATE 10+50 11+00 11+50 ::12+00 12-4-50 13+00 13+50 14+00 14+50 15+00 In CITY ENGINEER R.CZ 67514 — — — is JUNCTION STRUCTURE TRW TOP OF RET. WALL DIAL LT LEFT Ts TOP OF SLOPEF DESIGN RECO TWO WORKING A 1.5% 1% 1% 1.37. 2% 1.8% 1.3% 1% 1,5%. KES TECHNOLOGIES INC. BEFORE DAYS BEFORE MIN MINIMIUM TYP TYPICAL DSK 1 VENTURE STE 130 YOU DIG YOU DIG MISC MISCELLANEOUS W WEST/WITH IRVINE,CALIFORNIA 92618 C67674 DRAWN (949)33'9-5331 SHEET B 2% 2,1% 21% 1.8% 1,517. 1 Z% 2�4% 2.67. 2_6% 2.47a �2.6% MH MANHOLE W WITH 4f TOLL FREE 1-800-422-4133 EM 06/30/2021 DSK 1 OF 5 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WILY WESTERLY IV �zm CHECKED —R.C.E NO. 67674 DRAWING NO. F STREET IM I AN 27. AM DATE, i&)A,�� FILE NO. 2521 I - l. 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I 11 I I 11 � "I I I - � - ­1 I I I - , - 1­1111 -1-11-1-_ - - ", - - - - - - __ ---T � __ -"I :__�_111- ,- - - - , -�- �-- -- I I -1 - -t � I - _q:: � " :, �7. � 11 11 . I I I I - __ - I i I 11 � ill- __,_11 1"�_:,_-_1111�-I I � -­ 'I-, - _ - -1''I � I- _l - I I I -11 I I � I­1­­­­­-, ­ ­­ I I ­- -, � 1 -7 7 _____ T __- ---=-- -1---1_,_,_­­­X__,_,_-_­i_­ - - ,__---I- . ­ L -- .- �, I I , ­'­_____1-­-_ - - - - ! I­1­11. I _'___�_-____ - Z �:����,�:�����=�����-���,�����-I��������L _­ 11 ­­, ___ , - - i - . --_1­11111-1- 11 - __11 I ,� , 7- � 11 , __1111 -I - - I- � __,_ - � -I----- -_ ---ii I � I I I ,�:= : ]i � , -I � - 4 � - �- � _,__-_T_- I - _1- - - I � 7= . I I I � � I - - :,----7- - I �,:,::::=i=_tT=...L_--", - , -- 1, -­ -11-1-1.- -- - - -- - - - -� - it-- �1 - ,.,- L- - - -- - -11 ­1­­ - I � 1 17, 1- I - � �L I � - -- � - __ - - -11 I -- ------ I -.,,,. .....__ - I I I I I --11--__ _­­­_ , __ " - ­ - -- --------- � "I - I I I I I I- :, � , L, - - _",�_ -"" - � ; � - T_ __ -- - - - I - - __ ,""--___--1-------- -", _ ___ l - - I _�_ 11 I, _L____, - - , , __ -I--- i _�'== - --- =: �_ -:L=:�_-­=-_.........�____L- _L_._,_�__,___,___ -,-,- ,, - � __ - - ­11111-- - - - __ L- _1_1--------------- I --,_1 I,-,,-,,,:,,�Tlzl=:...�-�­_ -T I I I I - __ - - - - - __ I - - , �, -, - , - I 11 I � I I - -I - -1 - "I-1 I I - � -, - " � " , -, - - � �'I'i�.....I�-I--i`= I I � I I I 1-1-11L I "., --- ---- __ - - - ­ ____ ____ __ - -- - -�___ -= -, - -,; -- - I I - - . ­1­_1_­+ - t 7 - 7 + -- - - 7- - - __ , 7 - - �- - � � - ,- - ___ _v-- __-I"-,-�,____ L,__ -7 - - __ - - ": � -_ -­­ , , 11 11" , - :- ,- I:- - - ; " �, 7, -- -7- - 7, T� I ­ - - ,� I 11 I t - - -, - -- -- - 7----_�- --�_=,-_ 1--i-L111-1-111 - - -I'll-­11111-11,I 11 -1111, - - - ­ __ - � - � ,,, I - - - - ____ I e I ::", :,; ��,t, TTI L I I - I L ,,,, - 1 7 - "I -111, I � ­ l - � I I L ­1 - _­-�­1"I-""'l-," k ­­�­............__, , , __ - - i I I I � I I l 11 7 -" - -" -" "- - � -�:j ­�, 11 -----------�,­1111­l­'' 11 I I - � ,, � 11 -I 11-1--l-1111- v ­ � I - - -111, � , T I I I �, � , :: - " I I 11 ­1 -:: - � � __1 I ,:_ , ,_� , , - �, ­ , -, 11 I I - �, - _�________­____ - - -- - e - __ __ 1,­,". - - __ , - - ­__----- :,-- === I I 1­_­1111111­__1­1__ - --1 - - ____ --- r = , -L I -, ,, 1_11_1� T I - ___LL � - ­ I � �: �11 T I -1 11114LI11--l", - � 11 I I L I I L �11 - 11 - � ,,,,, � I , , __ . , � , I , �...._, -1 11-1 - - ­1 __ - . � . 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I -11, I - I 1-111", __ - - � 9 - L � ",_ - __- - --- __ - - - - :� - - - - -, --- -- --T---7- 7�, --- T - ---� ­7---,-------_=___r_i_- I �_,____, , I �7: , ��"I I � I I I L, I 11 I "I'll - "I ,l I 11 I � , , -1 i 1L:_,_L' - - - I - - -t ------­_­­ I -1 I - I ILI - I I I I � I I - ­­ - - z - - __ . ­ :.......� ��_-...-"_:_-_ ,- - I- , -- -, - l __ -4 i � : , __11-I _-1 I I -� - I -1 I--I .�, _` ­11 ­­ - -I _­L­_1___�,_-__t--t ----t- - --- i- - - I I -= , : , -, - - -- --,----,------ J---,--- �- -- , ,� T � ii 1 1 I'll__111_1 ,__",- _-, - � , - __ - -I--- � � - -1",�__ __ _____ - __ - - I - . � 11 , , _,­­___­_­­,_ I 11 , I I I , :�=__� , - ,,-,,I,,,,,--,'----------------__,, ".- ­­ -­1 ­------------"Il-4- - - - - - - - - __ - � - � ­1- ,-,,,--_­______ L -- -� 'L-L.....-L ; 11 - - � L � - - - - - __ I �, -­ ­-----­,---i - =i:7_­L, -- -­ - I � = I � - - = :_=:_____ - ,,,,,,-,-- ___ -� - - : ­==,�---- -- ,__ -� � , - I , - I - 11-1 - - __ - - , , - ­­7 - ___1111"IT I--,-,-- �--= -- -� I , ,­­�­----�--�--:-�� - :7 --- I- ,-- I _:- I-__1--i___1_�-I__ I I ­ -- - - - I I - . 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I - 11--111­1111-1-11 ­­11 -1 --I'll, 111-� I- - - ­ I � -1 I 1-1 ------- , - ____ - --- - - -- - - - ­ - -- - - I I "I _� I L - I,- ,,�, , - I - ,,-, ­­ , 1-1 __ - __- - - __ - -- ­ �, 7 -- - � :7-- -, - � � - � - -- � - -I - - "I -- - � -111-1 11-111, I-1- - - ­ I ­ .1 ,­­­­11 ­_ - _:� � __1T___.,_z � ­1.... - I I ...7....7 L1111111-11-1-11 11-11, ___ 11 ", , _�...­�,__­­ , � 'i- _,,_l -L, - �__ -� I I I "I I I �111 11 I - � '�__ I ­,�,, ,�i - ­� �, ; � � � I I � - L -1, :", - - - - - :, , ,_ 1- -, , - L � ,1� ­1 11 -11,I­111-1--1 ll - __ , ­ , �, - ---­ I I ---1-11, I � I, 4 _,, -, -- -7 - I - -I "I'll-�-I --- -- -1 - � L � "L, _1111L_- -i -� ___ � �11 __1 I -, L - � 7 1 - " I I__ I _�, -I - "I ­­ z- , -�_­_ ,-,--- 1­ 11 ,�� __'_� _ - ��......__�__,�_tzinel__­" - I I -11 � ­ I I _-L, , 7,_� , "I I I ,-, - - - - - ­ - ,� - __ -1 - I - � � _'� _== � 111-1- 1­1 11 , , _M -, ": � - - - L -.­­­­­­­j-­---­­- ­ - �-­- - I I I � I , __ -�=...�1_111 11_� I - -,,,,--- � I I I I - I I I I ,, I L - , '­1 I 1� I � - - I - - - 1-1 - - -1 I—, I - - - I I. ---1-I­1-­­"- ­­­L- 11__7­­­T­_=_ ­ - -,- �:�­,­1-­- -, _-1 I:,_-", I I -_�:I -------� -q-_ , - " ­ I I 11 I Ill :z - "I'll , l , I I I , , -1 "I'll, � , ; - '. , _, - � -- , 11 I I � T I - - - , i - I ....i_i-, 11-11, I - - - I ___ __ - - - - � I I � - � , � ­111===­=71_ _­1­_11_L1­­1__,___, ­ 7T- I - -1 __ . ��....� ................ ... ... .i_-,__ "I I- ! - - � ___.........­­­, -­---, I I i I ,-,- - - " - - - - - 11 - � I -- - - - I—— - : = � I - , - I I -, - ILI I- -7 1­ 1 7 __ __ - - I, LZ -, L 11- - ­___--­---­--r __ I � I � � � I I I I I I -i-, �_" -1 - -- - - I -__ __� - -__ - - - - 11-­­-- .1 I I - - - - - , , - z 11 ­11 ­­_-1 11-11- - - - - I - -- . � - - - - - -,- -� I I __- - -I I I - " �- .1 - ­­­-­ ­­­­ - - ­=, �,_':.......� :7- _T 3 , ,L,,,, " , ,, - - , - I - __ , I - 1, __11-- -111,__ - � I � I ­­,­-1-- - - --- - � :± ,:-,,,,,, � I -, _ ,==---- - I­­­I,-,,--1­1__ -=:r� , I- ---I- - __ �_�:=:7 I I - I I - � ,­ � ­­-, - I - - - .- " I - - _' L � - I- ------­L___--, - - � 1-1- - __ - I - - � - - - - _1_1­­L­_ - -1 - - - - I , -�,-,-,,, , ­ �, ....�­ , i � - " , I ­­­­ I 1, _-_--i""'7" , I T = � �,- ===__ 1-1-1 - . __ -T_ - I - - ­ - - __ - - - I - - __ - __ - I = _',", - I �,_- � _ ,, 1 ",- -�­ I - __---= -11 -11,11,--­1_L....�....I 1111-IIII-Ill- , - -1 I I I I I I I - I , - - , I I I I ­__,-�­- _T�------�........-"-- ,� � I . - . ­i- �­ 1-1 - ---ill -T-1 - -1-i 1-:, - - - T- -� - - - 111--1111111. � - L, I - . -- I I _:, =_ =�:_,� 4 -- - - - - - 7 - --- 4 - 7 ___ - � 1i " _­­­ -_�-I� - , �" I I �, -� - ­ ,, I I I 1, - - - - I 7, _ =:=::=, "I __ , , - I 11 , , � ­ __ - - - - - : ,I , ,,,::, - � 11 I 11 I I I - I I 11L - � I - I - I �� I _L_ ­1 ill�,­,""­', ,_­,_,T_­ - � � , � - - , � '' I I - , �, L, __i____1__�.-­,­- ,,, , , - 11 i - I L, � - __ __",- � I - - - : L 1­1­- 7 n �, 1, , I I T I , � I - -, - - �, �I -I � L � , , - , - ___.�=..__­,1_, -- - ,� - - -k �, ,� - I I ,_: �----- 11 __, , 1 _� 1-1-1-1 ­­­­­---------, - l-, I I I L, - �1: , �§ � - - � l, - � -,, - I , "I - �L - -1 -I - e- --- , -=-l- ,,� -:=1--,""I'll,...- , _", -__- , : 17, ll: .: - :15 1 11 I _�­ :­ . 1-1 1-11, _11,111 I I 11 I � I ------- - - - - --I - __L I I I q I I I I I I - I 1-11111-1--­ - _- - - - - - - - � - - - - - --- - -- - - - I � I __ � � I -,�...­­1� - - --,��_L,�-�I��------- -__­-,�_�.......�L��....... _��. ............ i---.' --i-t iiit_==-, _-,-,-_7- t L ; -- - _:�' -1 ' L -1 - � 7 ---LT---,- - :--�... - ,-� - , - ,1­1111�L I.1-1----------L_,­­111-­� 11111%L­__�__ -, fi , - __ I--, -7 ­- ___­- -- - - _ . - . , ,, _ --- ------ --- - � __ -- - - I I �_ - - - - I - � T � .........-­­_-____...... 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DESCRIPTION OF REVISION � DATE CITY 1. COUNTER SLOPES ADJOINING GUTTERS AND ROAD &_ INSTALL CITY STANDARD 104 8" CURB AND GUTTER TO THE GRADES SHOWN. I @)­_ I APPROVED 1070.75 FS SURFACES IMMEDIATELY ADJACENT TO AND E C COMMERCIAL DFWEWAYS TO THE GRADES SHOWN. m REMOVE AND DISPOSE, ITEM AS NOTED. �% WITHIN 24" OF THE CURB RAMP SHALL NOT BE &� @_ INSTALL W RCP D-1500 TO THE GRADES SHOWN AND TRENCH PER CITY STI) 341, CrTY OF RANCHO CUCAMONGA _;IL-1 1070�50 FS STEEPER THAN 1:20 (ST.'), INSTALL CITY STANDARD 103 PCC WALKS TO THE GRADES SHOWN. I 1_61 ABANDON 'EXISTING UTILITY PER UTILITY PURVEYORS STDS. - - � 1070.65 TC 1 107OL54 FS 2. THE GRADE BREAK BETWEEN THE COUNTER (D_ ADJUST TO FINISH GRADE PER UTILITY STANDARDS. PLAN AND PROF9L.E 1069,98 FL ____­" (D_ INSTALL AC PAVEMENT PER CITY STD 100-A (5� C-PG-6410 OVER 6- B-PG 6410). E I ­­­ / 1070.50 FS SURFACES WITHIN 24" OF THE CURB RAMP AND 6TH AND CENTEIR AVENUE �1. , THE RUNNING GRADE OF THE CURB RAMP SHALL INSTALL FULL DEPTH AC PATCH, I- THICKER THAN EXISTING PAVEMENT, 90IM& N_0TW . 107G,52 TIC 61 1 N�a V,� / 1070�42 FS BRAIC DIFFERENCE OF 11 (D- INSTAU ACCESS RAMP IN THE LOCATION SHOWN PER ELEVATIONS SHOWN. 1. FOR DISPOSITION OF ALL SHRUBS, TREES AND .1>1 %.' ID70,29 FS PERCENT. IF TWO ORIMOREIPLANE CHANGES (D- I OTHER VEGETATION, REFER TO LANDSCAPE PLANS. a 1 1089.91 FL io I LL BE SEPARATED BY �0 G EXTEND EXISTING 24" RCP, TRENCH PER CITY STANDARDS. SCALE: 1"=20' 1069.88 FS 02� 24", (�)_ 2. THE CONTRACTOR SHALL TAKE ANY TEMPORARY lo�Q�pn,o POT HOLE PRIOR TO CONSTRUCTION. T - � - - 1069.85 FL ,_ �\ MEASURES TO INSURE THAI IRRIGATION SYSTEMS APPROVED BY DATE _J1 �9]Z=0 1.5% q I _67 A - OUTSIDE THE DISTURBED AREA ARE OPERABLE 1_m_��� � mylo, CITY ENGINEER _ I R.C,E. 67514 1069.80 FS DURING CONSTRUCTION. v 1. - ­ - 1 1069.77 FL (10)-- INSTALL CITY STANDARD 302 CATCH BASIN, W=6' 4-3 " 0 10 20 40 1 .6 I � DESIGN L--,/) N_� RECOMMENDED 11 AIJANUON XIST S D DS. 3. EXISTING GAS, WATER AND SEWER UNE a � .-') DSK I VENTURE STE 130 1 1 � 1 1070.36 TC APPURTENANCE SHOWN IN PLAN TO BE PROTECTED BENCHMARK: , -Z Z: 5g INE,CALIFORNIA 92618 1 � -__ -11 17 1069.69 FL , m IRV I Zi - i�� I �i,� ,-, -� -�7, .- - m:1 - ,- � � ­.. - m__ __- - � I ­ -11,11-11 2__1 - �-, I I - - I -_ - ­ , _­­­_._ ­ 1 ­L_TT_1_­­�, 1�_ I- I I I I I I I ��11 I ��Ijl I I i I � If I @_ INSTALL CITY STANDARD STREET LIGHT, PER STREET LIGHT PLANS. I IN PLACE ALL TIMES DURING CONSTRUCTION. BM # 10011 * 674 * DRAWN (97,3219-5331 SHEET 1070A 9 TC FOUND 10 ROUND HEAD BOLT IN CONCRETE CURB STAMPED SBCO. BM. 01098" AT E � 06/30/2021 DSK OF 5 RAMP DETAIL. REPAIR TRENCH PER SEPARATE PERMIT. 4. ALL EXISTING FACILMES TO BE PROTECTED IN NORTHEAST CORNER OF 6TH STREET AND HAVEN AVENUE. 1.0 FT NORTH OF END OF fvj�, r 0 L 2 i 11=1 01 1069.52 FL @_ PLACE UNLESS OTHERWISE NOTED. 6 mt- CHECKED L,'�' - _R.C.E NO. 67674 DRAWING NO. CURB RETURN. � I I � &_ INSTALL FIBER OPTIC CONDUIT PER CITY STD 135, 136 & 137. 1 1 I'll ELEVATION 174.178 lmimmiiililili 111 - 11MINIIII I 11 liiii'll;�ilillil AM I DATE VLZdMf)FILE NO.- _ 2521 1 1womommilmommonammol mon a 111111 m i BEEBE== I . . .I ''I---- welmlimimli -1 I I I . 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I I � I �V�AL, NOTES REVISED CATCH BASIN TYPE DUE TO DUCT BANK CONFLICT 6/23/20 0 1 SAW CUT, PROTECT VERTICAL EDGE THROUGHM THE DURATION OF THE PRGJECT. - We __ rA] SAVE AND PROTECT, ITEM AS NOTED I CITY (D- INSTALL CITY STANDARD 104 8" CURB AND GUTTER TO T'HE GRADES SHOWN. DESCRIPTION OF REVISION DATE I APPROVED (D____-:__ INSTAU_ CITY STANDARD 101 TYPE C COMMERCIAL DRIVEWAYS TO THE GRADES SHOWN. 1-91 REMOVE AND DISPOSE, ITEM A'S NOTED. CffY OF RANCHO CUCAMONGA 0- INSTALL CI S TO THE GRADES SHOWN. Fc] ABANDON EXISTING UTILITY PER UTILITY PURVEYORS STOS. 0 SCALE: V=20' 1 (�)_ INSTALL AC PAVEMENT PER CITY STD 100-A (5- C-PG-6410 OVER 5- B-PG 6410). F-D] ADJUST TO FINISH GRADE PER UTILITY STANDARDS. I - PLAN AND PROF-ILE I I G84SUL 6TH AND CENTER AVENUE (�)_ INSTALL FUH DEPTH AC PATCH, 1- THICKER THAN EXISTING PAVEMENT. , � rnlwmllr_�_ 0 10 20 40 1 (�)­_ INSTALL ACCESS RAMP IN THE LOCATION SHOWN PER ELEVATIONS SHOWN, 1. FOR DISPOSITION OF ALL SHRUBS, TREES AND OTHER VEGETATION, REFER TO LANDSCAPE PLANS. I (�)_ EXTEND EXISTING 24- RCP, TRENCH PER CITY STANDARDS. I POT HOI F PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL TAKE ANY TEMPORARY --- INSTALL CITY STANDARD 307 LOCAL DEPRESSION. MEASURES TO INSURE THAT IRRIGATION SYSTEMS I APPROVED BY DATE (0125/200- (D- OUTSIDE THE DISTURBED A-REA ARE OPERABLE 11 CITY, ENGINEER R.C.E. 67514 1 @_ INSTALL CITY STANDARD 302 CATCH BASIN, W=9' 9-3/4o DURING CONSTRUCTION. 0 1 _­---------,;=7- 1 ABANDON EXISTING STORM DRAIN PER CITY STANDARDS. 3. EXISTING GAS, WATER I AND SEWER LINE �... DESIGN KES TECHNOLOGIES INC, RECO MENDED a- BEN c� DSK I VENTURE STE 130 ip/z APPURTENANCE SHOWN IN PLAN TO BE PROTECTED QHMARK:... := � IRVINE;CALIFORNIA 92618 ��� @_ INSTALL CITY STANDARD STREET LIGHT, PER STREET LIGHT PLANS. IN PLACE ALL TIMES DURING CONSTRUCTION. BM # 10011 M, 4 DRAWN (949)339-533 1 SHEET - 1__� FOUND I" ROUND HEAD BOLT IN CONCRETE CURB STAMPED SBCO. BM. 0 "T Xp. os/30/2021 * , - - - - - - , - - - - - - - - , - , , - - - - - - I I I I I I I " r � � - - - � - � � ` I I - - , - � " , - - - - � - - - " - - I ....� A ctv %. 'N'* DSK OF 5 0 (13)-- REPAIR TRENCH PER SEPARATE PERMIT. 4. ALL EXISTING FACILITIES TO BE PROTECTED IN � NORTHEAST CORNER OF 6TH STREET AND HAVEN AVENUE, 1.0 FT NORTH OF ENID OF 1 3 , " " 1, 11 I � PLACE UNLESS OTHERWISE NOTED. CURB RETURN. or CHECKED I� R.C,E NO. 67674 N,G"Ill N I 0....... .................4 8- INSTALL FIBER OPTIC CONDUIT PER CITY STD 135, 136 & 137. ELEVATION 174.178 AM DATE k!�Lq I,A!2aQ FILE NO. 2521 lownsommonamsommooms __ I onemoommom I � - - - __ __ - - I L! I � i 1111 ...�.. I I I I - I I I RELOCATE EXISTING STOP BAR AND LEGEND I t 1 U0@ GREEN THERMO PLASTIC PER DETAIL HEREONf`/# d , ON STREET LIGHT R ( ) __.., Jl _.....,.._.,.._,................_ .,...._ .. - j - _. n REMOVE Ede R SIGN ; _ _n LLJ LIJ t , 1 § Lij 0 - uj E PRCTET IN PLACE � 11' v.,. _... _._ w. UN STREET LIGHT FS ON STREET LIGHT I R (S) I' k - i 31 a m € 1 11 STRIPING NOTE'S uj ® _ _ � � 1 EMU�'E EXISTING SINAE PI T � � - - �, � STRIPING LJ I�lSTALL 4 WHITE DASHED PER CITY STD 133. 3 - IN TALL T' 'WAS` CALTRANS STD 31 HARED TURNING STRIPING. INSTALL WHITE CALTRANS STD A 4A TYKE I`� AR: OW STRIPING. S ®INSTALL 8" WHITE CALTRANS STD' 3 A HA�IhIELI�ATI N STRIPING. I INSTALL WHITE SOLID CALTRANS STIR 39 LADE STRIPING _ _., — a__ a - ___.__ _.___,_ w�-- ..-. .- �_.M_.__._.___.__.___,__� __._.__ r _ _....____,�.�.__.. ._.______,_,,...___._..______.,_______ ___.�_ __.�_m_.�_..�_. _.�_ INSTALL WHITE SOLID PER SIT"( STD 133. rPy ,._....:_ _,..._._.._ .,_. ,,. .__. ............._.,.,._ ,._... mew_,.....____ `7�. e S INSTALL FLUE PAVEMENT MARKERSFAR N'�'URAIslTS PER CITY STD 13 . _.._ _.__v r_ .._. , _ _,_. _ PROTECT IN PLACE INSTALL DOUBLE YELLOWENTER' LINE PER CITY STD 133, j GENERAL NOS E # INSTALL GREEN STRIPING— PER DETAIL ON SHEET € 1. ALL GREEN BIKE LANE TREATMENTS INSTALLED ON ASPHALT SURFACE SHALL BE GREEN PREFORMED THERMOPLASTIC,90-MIL THICK AND SLIP RESISTANT.THERMOPLASTIC SHALL NOT BE USED ON i E INSTALL GREEN STRIPING • ° ', � CONCRETE SURFACES. TO {: 12`O C.PER DETAIL HEREON 1 t'75 2. LOCATIONS WITH CONCRETE SURFACES SHALL NOT USE PREFORMED THERMOPLASTIC. CONCRETE I GREEN MATERIAL PER W _ - E i — :, SURFACES WITH CI�1=EN BIKE LANES SMALL USE GREEN C�I+'CL�.o"�RIP IN PLACE OF GREEN Pt�{=Ft�I�iVt11=D , INSTALL SIGN GENERAL NOTES ON THERMOPLASTIC. PAGE 7 I R1U-18(BIDE) I I CITY STD. s ., 3 MAX € AT LOCATIONS WITH LOCAL DEPRESSIONS,GREEN BIKE LANE STRIPING SMALL ONLY BE INSTALLED ON 3 MAX—,! NOTES: tl i-B Itl3. "�I I ' , a THE ASPHALT PORTION BETWEEN THE BIDE LANE LINE AND EDGE OF CONCRETE.NO GREEN BIDE LANE , (OPTIONAL) [ - I, STRIPING SHALL BE INSTALLED ON THE CONCRETE OF THE LOCAL DEPRESSION'. I I 1. REMOVE ANY CONFLICTING STRIPING Y WET SAID BLAST. __ . GREEN BIKE LANE TREATMENTS DRIVEWAYS Sf,fAl_L ONLY BE IMPLEMENTED FOR DRIVEWAY 5 3 MAXIAX { _ ALL LEGENDS, SYMBOL L ICE � g LIMIT LINES AI�I'� CROSS WALKS SHALL �, RM : : ., APPROACHES SERVING GOVERNMENT N ENT INSTITUTIONS, INCLUDING(NG BUT NET LINT T HODLS. S, CLUD LIMITED TO THERM PLASTIC, EXCEPT WITHIN BIKE LANES. BIKE N L BE PAINT OR I PARKS,COMMUNITY CENTERS,AND FIRE STATIONS. ES SHALL I PAINT BIKE LANE , 1 I SKID RESISTANT THERMO PLASTIC. ; PER CALTRANS € LIP OF GUTTED V F IMPLEMENTATION H FINAL APPROVAL O M SHALL� T DISCRETION OF CITY I31{�E LANE L1�T�alL e. A BE ME D(�C ME C TY _ STI),RSP A20D, ( I3, ALL DETAILS AND DIMENSIONS AMC INSTALLATION T14ERE F SHALL CONFORM TO CALTRANS DETAIL 39 li STRIPE N.T.S_ I , SPECIFICATIONS, MANUAL ; I�AN AL UI� UNIFORM; TRAFFIC �I� DEVICES, �:IT'I" TAI'~IUARI�'S. I I� TOP OF CURB � P �-�' S. DRI'�,XCI�VAY SIGN R10-1S(BIKE)SHALL B�OPTIONAL.THIS SIGN SHALL BE REQUIRED AT LOCATIONS � CONTROL ''�E`� E „ N I ( WITH HIGH VEHICLE AND BICYCLE CONFLICTS,RIO- (BIKE)SHALL BE INSTALLED AT THE D�IS{i�ETION' PAINT 1�1FE LANE I I OF THE CITY ENGINEER AT EGRESS OF DRIVEWAY CROSSING. (( # PER.CALTRANS I STD.RSP'A200,DETAIL 39A ! f 7, "W"SHALL CONFORM WITH CITY STANDARD 101. 8, ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD 491—B AND CITY STANDARD 103.SIGNS PLACED I WITHIN THE SIDEWALK SHALL MAINTAIN A MINIMUM OF 4 FOOT CLEARANCE FROM POST TO BACK OF I I LCOMMERC11AL SII�E',%�ALE�. , 9 INSTALL SIGN' I € ' " R14—1 (Bi1€Ej 9 ALL YIELD TO BIDE SIGNS,RIO-16(BIKE),SHALL BE 30 x 30",YIELD SYMBOL SHALL BE 10"WIDE X 9 TALL € EXISTING BIKE LANE s ' "`;' PER CITY STD. { WITH BIKE SYMBOL 8"WIDE. UPPER SIGN COLOR SHALL BE FLUORESCENT YELLOW. DR.IVL PER CALTRANS 401-8&103, s: P STD, SR A2 L D ! 3 , 1 ', SIGN I'vIATERIAL SHALL BI=3Iu9 M.GH iNl ENSITY PRIMA i I — ICS 31�39 WITrI 3M 1'18 ANTI GRAFFITI APPROACH T 1 9 , ETAIL 9 � � C SER � PER CITY STL3_ PF sTECT-IN—PLACE _ OVERLAY FILM. § UNLESS OTHERWISE -- I CITY 101, i NOTED ON PLANS. !;' {' E a; ( x' APPROXIMATE TYPICAL`WIDTH VERIFY PER.STRIPING PLAN' DESCRIPTION:RIPTIUN OF REVISION DATE APPROVED fu ALL CONFLICTING STRIPING AND PAVEMENT MARKING SMALL BE REMOVE: PER M"YDRt3BLAST OIL RANCHOCITY OF I _---� —�y�-- I' APPL3VEQ METM(7D BY THE E6�Is�INEE m r LIP OF GUTTER I EXISTING BIDE LANE PER CALTRANS Top OF CURE SALE: 1"=20' SIGNING AND STRIPING STD. RSP A2IID, DETAIL 39 PROTECT—IN-PLACE NOTE � � — UNLESS OTHERWISE � SEE PAGE 7 I N NOTED ON PLANS. ? E 0 10 20 40 NOTE E PAGE IL T INTERSECTION GREEN E TAIL I (PERMISSIVE T TURN) - I E �. � , PC SCALE. SCALE: APPROVE B DATE I I EXHIBIT EXHIOT �x ,,, - DF ICI" �iRAt=vr`a�v. .� ENGINEER R.Q.E. 71 GREEN JRRBIKE LANE �vru a�. ; F DRAWN g , � GREEN BIKE L � JRR E GREEN BIKE LANE JRR I � DESIGN E TECHNOLOGIES INC. RE U� NIDEI RANCHO PAGE � of_ a 1 �PTT�fI I�� �Ac� � e F 7 � S C C�LOGIES CUCt�Zh ONGA � � 1 - � 1;��I fCr� ���� 7 c�� 7 �'9 y�j�{,�g{��,r�`i y m ,�: DS-" 1E VENTURE STE 13E� - -- ---- - r IF~r'JINE CALIFORNIA 9261$ I _ I CUCA ONGA C7674 _ DRAWN (949)3a9-5331 'SHEET P. 02i F , CIS F 671674 CHECKED DRAWING NO. AM SATE FILE NO. 1 a_ g SEE LOWER RIGHT 2 45!12'1 2"W 2136 2 A 0 EX. R/W A EX. R/W — — —--- — — — — — — — — — — — — — — — — ---- — — —— — — — — — — — — — — — .......... 77 TI- A 11 /;,I/,Z 13+41 157 10+00 CL 6TH STREET= -------- ------------- 10+00 CL CENTER AVENUE S_ S_ S_ T EXISTING SS -------- 17 14 + GO 15 + 00 S89'44'24"E ------ ------ ----------- -------- ALUMINUM CAP 4�/W -7 PIN PHOTOCELL 12-1/2" Bolt Circle Diameter I F ARM LENGTH Z T"Kb F1554 Grade 36 anchor rods (SEE TABLE, (Total 4) with Grade A hot-dip A563 hex nuts, with ASTM F4,36 type 1 washers, 8 UNC threads 6" long both ends E ----------- ------ M _"a ......................... it ok, ate Anneron Pole 5 AMERON CONIEMPORARY l2`x12" ASTM A-36 Base PI Z, ARM (SEE TABLE) Thickness= 1" for 23' Pole See Sheet 1 -1/4" for 28' Pole Thickness= 1 TAGONAL POLE 15" 181, ......... ------------- A14BRON ICI OC Gap ------ --------------- ----------- L_ W[TH'BASE. PLATE MOUNTING Concrete Gap Type S Mortar I 33"x3O" curb adjacent 24" Top of 0 with coid joint perimeter Curb 2% "n Z OPTIONAL BANNER 30"W X 80"H WITH Back a Flow Line AMERON BANNER SAVER BRACKET. t 13 -- 00 curb + 11 + 00 12 + 00 oil z,�,- -LIMITED TO ONE PER POLE AND ONLY CATALOG NUMBER BASPL30PRO (TYP). CENTER, A,VSWE SM 16 11+62.39 EX. SS N, to top of footing 5 __ S ON 28' POLES ONLY I" Max. b ttom of nut 30" Min. Below _J 13+62.39 Depth, of Footting N 39" 4B" Flow Line (Typ.) See Table Below 40' 33' 4 MAY. Min, --------- uJ I Lu 36"X36" OPTIONAL TRAFFIC e SIGN(S)� PER CITY STID. 40:1-B ------- IF 7 L 1-1/2" Conduit #4 0 6" for OPTtONAL STREET NAME -R/W TO BE PR EX."' 401-8 Washer (Typ) 1­,-,�-�-,-" I 1�' - _"�PROP, R/W SIGNS, PER CITY STD. Spiral Reinforcement 2"xZxl/4" Plate NOTE: Tack Weld or Peen 2'-0' 3" Clear (Typ.) from to the pile edge 6-#6 Equally spaced HANDHOLE SHALL BE LOCATED MUNICIPAL UTILITY (RGMU) 405M' _7� r, 1. INSTALL RANCHO CUCAMONGA spiral reinforcement 2 EX. R/W —AT THE DOWNSTREAM SIDE OF POLE NUMBER PLATE ON THE Vertical Bars, TRAFFIC STREET SIDE OF POLE 6' 3" Clear ABOVE GRAIDE. CGNSTRUCT12�L MO-TES 24" Diameter 1.CONDUIT' A.MINIMUM COVER IN STREET OR PARKWAY IS 30' BELOW GUTTER GRADE, 9.LOCATION' 85 MPH WIND ZONE UNLESS NOTED OTHERWISE. &THE LOCATION OF EXCAVATIONS AND STRUCTURES FOR THE CITY SHALL �SE:E SHEET 2 FOR DEPTH.OF FOOTING TABLE FOR CONSTRAINED B.MINIMUM COVER ON PRIVATE PROPERTY IS 30" BELOW 'FINISHED GRADE, BE SHOWN ON THE WORKING DRAWING. NO : FROM THE CONSTRUCTION TES' QUANTITIES FOUNDATION DETAIL AND NON-CONSTRAINED SURFACE CONDITIONS UNLESS NOTED OTHERWISE. DEVIATION PLANNED LOCATIONS WILL BE PERMITTED UNLESS APPROVED BY THE Sail Type per USC C.CAP ALL MAINLINE CONDUITS AND SERVICE CONDUrrS. CITY INSPECTOR, and Geotechnical Report 23' Pole 28' Pole DANSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO &ACTUAL LOCATION OF OBSTRUCTIONS, STORM DRAINS, AND/OR OTHER D POLE VAULTS, MANHOLES, PMH"S, SOE'S & ALL CAP LOCATIONS. INSTALL LE: STREET LIGHT 51-WATT LED (EATONI/VERD A018-D-U-T-3�4N7-AP)- . . . . . . . . . . . . . . 2 EA ARM I FOREIGN UTILITIES TO BE T14E RESPONSIBILITY OF THE CONTRACTOR. POLE CATALOG CATAtOG ARM WATTS/ _9.�dy Gravel, Gravel E.INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 3/16" :PER CITY OF RANCHO CUCAMONGA STD, PLAN 410, _�TAkLTD� POLEFINISH W04 LEN AMFINSHI LIGHBNGflxTURS CATALOG No. LUMENS POLYPROPYLENE OR POLYETHYLENE ROPE, BRAIDED 00 TWISTED. 10,CONTRACTOR TO 'VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND HEIGHT No. GTm AftmfusS A LOCAL 40 _'_Ug�P_4 4' _14" CONTACTENGINEERING 7' Sand, Silty Sand, Clayey Send. 2 INSTALL 1 1 2" PVC (SCH 40) CONDUIT WITH (2) #�8 THWN:-CU & (1), #8 CU-GED . . . . . . . . 6,67 LF INDUSTRIAL/COILECTOR/ AMEASHIELD, NATURAL IV. Silty Gravel, Cloyey Gravel F.ALL CONDUIT MUST BE MANDRELLb. DRIVEWAYS WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED %--/ SECON]OARYIMMOR] 2W-Y' ICI-28 (ANTI GRAFFM&SEALER) 1APG V 32" (NDPAINTt CONTACT ENGINEERING DWG_ NOT STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS, PRIOR TO STREET L____RUDED MA Clay, Sandy Clay, Special Design LIGHT INSTALLATION. HELVETICA ADDR 'BER . . . . . . . . . 1 EA V. 2.CONDUIT RADIUS REQUIRE (3 INSTALL SERVICE PEDESTAL PER DETAIL HEREON. AFFIX 4 ESS NU:M Silly Clay, Clayey Silt per Gootechnicol Report TO SCALE A.THE MINIMUM RADIUS FOR BENDS ARE %_11111 36" FOR CONDUITS T' IN DIAMETER OR SMALLER 11.SURVEY; ON STREET SIDE OF CABINET. CITY 01F RANCHO CUCAMONGA,, CALIFORNIA 48" FOR CONDUITS 4" AND 5" IN DIAMETER 00 CITY OF RANCHO CUCAMONGA, CALEFORNIA SURVEYING OF STREET IMPROVEMENTS SHALL INCLUDE PROPERTY CORNERS, U,-> APPROVED 81: 9TANDARD PLAN �l 60" FOR CONDUITS 6" IN DIAMETER LOT LINES, FINISHED GRADE, ETC., NECESSARY FOR THE INSTALLATION OF ( 4.. INSTALL PULLBOX PER CITY STD 411 . . . . . . . . . . . 5 EA STREET LIGHTS AND APPROVED BY: STANDARD PLAN E STREET LIGHTS AND B.THE MINIMUM RADIUS FOR ALL SWEEPS Or ALL MAINLINI CONDUITS IS UNDERGROUND FACILITIES AND MARKERS OR STAKES MUST BE PLACED PRIOR to FOUNDATION DETAILS 410 12'-15" (UNLESS NOTED OTHERWISE), TO THE START OF THE INSTALLATION. IN ADDITION, CONTRACTOR SHALL /__N !C' FOUNDATION DETAILS 410 2 EA I;:TY EN E -DATE MAINTAIN THE MARKERS DURING THE INSTALLATION AND INSPECTIONS BY INSTALL LED STR:EET LIGHT 36-WATT LED (EATON/VERID A01 6-D-U-T3-4N7-AP). R.CX. 7514 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2 CITY ENCIMW� TE &EXCAVATION AND BACKFILL; E MUSH SHOW ANY OF RANCHO CUCAMONGA STD, PLAN 410. �E ""4 R.CZ 67514 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEEI` 2 OF 2 INSPECTION BY CITY. GRADE AND PROPERTY LIN: SIAKES PER CITY A.WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN 4" OF OFFSET MEASUREMENTS. FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES. (6�—VERIFY POINT OF CONNECTION. 'CONSTRUCT Y CONDUIT TO POINT OF CONNECTION . . . . . . . 1 EA B.AU_ EXCAVA'nONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STATE 12.COORDINATION AND SUPERVISION- CONSTRUCTION SAFETY ORDERS (WHEN APPLICABLE), CITY THE CONTRACTOR SHALL PROVIDE SUPERVISION OVER AND COORDINATION SPECIFICATIONS, AND ALL GOVERNING LOCAL ORDINANCES. AMONG THE VARIOUS CONTRACTORS WORKING WITHIN THE DE-VELOPMENT IN _�MEYERS MEUG16 CZACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO ORDER TO PREVENT DAMAGE TO CITY FACILITIES. CONTRACTOR IS CATALOG No. LOAD INSTALLATION OF CITY CONDUIT OR STRUCTURES. RESPONSIBLE FOR THE COST OF REPAIRS, REPLACEMENT, RELOCATION, OR 16,5"-17.25" 16,25" MEUGISA-M200 B1 D.BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL OTHER CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY THEIR FAILURE THESE EXCAVATIONS AND SHALL INCLUDE CRUSHED' CONCRETE. AND/OR TO PROVIDE SUPERVISI[ON OR TO OTHERWISE COMPLY WITH 1 2 IMPORTED BACKFILL, WHEN REQUIRED. SPECIFICATIONS. 3 4, E.BACKFILL WITH A MINIMUM: Or ONE SACK PER YARD SAND CEMENT PAINT OR LABEL SLURRY AROUND AND OVER VAULTS AND' MANHOLES AND AROUND PMH*S 13.OTHER UTILITY REQUIREMENTS' ADDRESS 5 ,d, WITH WITHIN ONE FOOT OF FINISHED GRADE. THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO, 4" HELV CA —7 --� 8 -,------,BLACK LEITERING OA F.BACKFILL SHALL IMMEDIATELY FOLLOW SUBSTR. U. CTURE-INSTALLATION, AT BE INSTALLED FOR OTHER UTILITY. ANY QUESTIONS CONCERNING DETAILS NO TIME SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS. OF THEIR INSTALLATION SHOULD BE REFERRED TO THE COMPANY NEUTRAL BAR GINO ROCKS ARE ALLOWED WITHIN 121" OF DIRIECT-BURIED CABLES OR CONCERNED. ANY CONDUIT WITHOUT CONCRETE ENCASEMENT. NATIVE SACKFILL DOES PHOTOCELL WHEN SPECIFIED (IF SPECIFIED INCLUDE EXTERNAL LIGHT SHIELD) NOT PASS THROUGH A 1/2" SCREEN, PLACE IMPORTED SAND 3- BELOW 14,WARRANTY: 'NTY THAT ALL WORK AND 12" ABOVE CITY CABLES. AFTER-IMS POINT, NO ROCKS LARGER CONTRACTOR EXPRESSLY REPRESENT AND WARRA HINGED - PADLOCK TO BE PROVIDED BY THE CITY THAN 1T' IN DIAMETER ARE PERMITTED. PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S DOOR H.ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL OBLIGATIONS, HEREIN, ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE SIKAFLEX-10 IRCUIT DIRECTUR—Y ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED IN A CONFORMITY WITH CITY REQUIREMENTS. THIS WARRANTY SHALL COMMENCE - SEALANT ALL AROUND B I SERV. DISCONNECT ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR STRUCTURES. EXPIRE ONE YEAR FROM THAT DATE. CONTRACTOR AGREES TO PROMPTLY CORRECT TO THE CITYS SATISFACTION AND THAT OF ANY GOVERNMENTAL 40 PAOLOCCkBLE LOAD---OR PER PROJECT 4.PAVING� AGENCY HAV114G JURISDICTION AND AT CONTRACTOR'S EXPENSE ANY BREACH REPAVING, WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER THAT NO. DESCRIPTION MANNER THAT WILL NOT DAMAGE THE CONDUIT OR SUBSTRUCTURE OR UPON RECEIPT BY CONTRACTOR OF CITY'S FINAL ACCEPTANCE AND SHALL ELECTRICAL PLAN OF THIS WARRANTY WHICH MAY BECOME APPARENT THROUGH INSPECTION OR HA INTERFERENCE WITH TRAFFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE KEPT OPERATION OF UNDERGROUND ELECTRIC 5 BY CITY DURING THIS : S ABLISH A SERVICE TO A MINIMUM. THE CONTRACTOR SHALL ::ET PROGRAM OF WARRANTY PERIOD, CONDUIT 7/2" RADIUS AROUND THE EDGES REPAVING ACCEPTABLE TO THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPTABLE TO THE CV� 15.INSPECTION: INSPECTION IS REQUIRED DURING THE CONSTRUCTION PERIOD. A 48 HOUR 2" BELOW TOP OF FOUNDATION IF NATURAL GRADE 5.STRUCTURES: OR FLUSH IF ADJACENT TO HARDSCAPE TED OR INSTALLED TO CITY ADVANCE NOTICE OF INTENT To START CONSTRUCTION IS REQUIRED FROM A.ALL SUBSTRUCTURES SHALL BE CONSTRUC THE CONTRACTOR TO THE CITY OF RANCHO CUCAMONGA. PHONE: 24" 2% SLOPE ALL AROUND (TYP) SPECIFICATIONS. 909-477-2740 X4080 Ilk BANSTALL PROTECTION BARRIER$, WHEN REQUIRED, IN AREAS EXPOSED TO ANCHOR BOLTS, -5/8" 0 MIN. X 18" GALV,, LOAD 4- - 90' BEND, (4 REQUIRED) TRAFFIC, PER CITY INSPECTOR. 16.AS—BUIILTS.- CITY CONDU ---CONCRETE FOOTING C.ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE CONTRACTOR RESPONSIBLE TO MAINTAIN AS—BUILT DRAWINGS WHICH ARE TO DESCRIPTION OF REVISION DATE APPROVED IT ti _� NOTES: WATER TIGHT. BE UPDATED DAILY. CONTRACTORS SHALL KEEP AND MAINTAIN TWO COPIES D.ALL GROUNDING MATERIALS SHALL BE AND INSTALLED BY THE OF THE AS—BUILT& ONE SET IS FOR THE CONTACTOR AND THE SECOND 1. SPLICING OFCONDUCrOPS-.SffALLOEBYTHEUSEOFCOMPOLqIDN CONNECTORS CONTRACTOR. SET IS FOR THE CITY INSPECTOR. ANDWSULATION PEA rALTRANS SrANDAROMN, WIRE NUTS ARE NOT ALIDWED,SPLICED,WIRES ARE ONLY ALLOWED IN PULL BOXES E.CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY OF RANCHO CUCA ONGA 30' SO. AND NOT ALLOWED INCONCILLITS OR STREIET LIGHT STANDARDS. CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. (MIN) 2. WIRING!WIRE SHALL BE POLY VINYL-CHLORIDE INSULATED(TYPE THW,OR THNN) 600V-NO.8 A198 COPPER CABLE, GROUNDING 3. NDUCTORCOLORS: &RETAINING WALM- PLAN, AND PROFILE ELECTRODE PER NDUCTORS FUR GROUNDING AND BONDING SHALL BE BARE ORGREEN LOCAL CODE COMMON OR NEUTRAL CONDUCTORS SHALL BE WHITE WHEN REQUIRED, RETAINING WALLS SHALL B FIR UNDERGROUND-LINE I CONDUCTORS SHALL BE BLACK CONTRACTOR, WALLS ARE REQUIRED WHEREVER GRADE RISES MORE THAN 6TH AND CENTER AVENUE UNDERGROUND-LINE 2 CONDUCTORS S14ALL BE RED 1 B" ABOVE THE STRUCTURE OR 24' ABOVE THE PAD SURFACE AT A 4 ALL CONDUITS SHALL BE PVC SCHEDULE 90� UNE S' BONDINGOF CIRCUITS FROM WMINAIRE TO SERVICE PEDESTAL SHALL HE PER DISTANCE OF 5' FROM THE SAME, OR IN AREAS SUBJECT TO EROSION. APPLICABLECODES. DESIGN AND INSTALLATION MUST COMPLY WITH LOCAL BUIILDING ORDINANCES. MEET LIGFMNG PLAN RASE-// SE NE!rR ACNC E 6. ALL N EW LU M I NA I RE Ci RCU ITS SHALL 0 PERATE ON 240 VOLTS.T 14E CO NTRACTOR REFER TO CITY INSPECTOR FOR TYPICAL' SPACE SHALL VERIFY THE VOLTAGE OF THE EXISTING LUMINARIES. 7. POLES SHALL BE FROM ONE MANUFACTURER. S. THE CONTRACTOR SHALL INSTALL PULL ROPES ON SERVICE SIDE CONDUIT TO 9 7-ACCESS; LOAD PEDESTAL IN CONFORMANCE WITR THE UTILITY HAVING IURISDICTION(RCMU OR HEAVY TRUCK ACCESS SHALL BE MAINTAINE I D TO EQUIPMENT LOCATIONS. CONDUIT SCE)REQUIREMENTS,UTILITY WILL FURNISH AND INSTALLSERVICE CONDUCTORS 4- TO THE LANDING LUGS AT THE PEDEST AL. STRUCTURES MUST BE CLEAR OF ALL APPURTENANCES THAT WOULD APPROVED BY DATE 11151202c ffn!TH_�i S� CUNTRACTOR WSTALLING STREET LIGHT POLES WITH OPERATING aomTyPE OBSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT. LIFTING OR HOISTING EQUIPMENT SHALL COMPLY WITH CAU`OSHA ELErTRiCAL SAFETY ORDER 2946 W141CH BE CITY ENGINEER R�C.E, 67514 FRONT (STREET SIDE) QUIRESA MINIMUM CLEARANCE Cti�to FEET FROM OVEWIFAD ENERGIZED600 TO 50,000 HIGH VOLTAGE LINES. &SERVICES: . ... .. MY/ A.METERS AND SERVICES SHALL COMPLY WITH, CITY SERVICES DESIGN KES TECKNOLOGIES INC. RZENDED CITY OF RANCHO CUCAMONGA5 CALIFORNIA REQUIREMENTS. APPROVED BY: B.WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES SCALE- 1"=20' -ME�I` DSK I VENTURE sTE 130 METER STANDARD PLAN AND APPROVED BY LOCAL INSPECTION AUTHORITIES. 1IRVINE, CALIFORNIA 92618 C67674 DRAWN (949)3ag-6331 SHEET SERVICE PEDESTAL 412 EXP. 06/30/2021 CITY ENGI OAT E DSK 11 6_751 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I %. 5 OF 5 0 10 20 40 C1 V 1� CHECKED R,C.E NO. 67674 DRAWING NO. VE� 4- AM DATE JILE NO.— 2521-SL