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HomeMy WebLinkAbout2452-DGENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS AND AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 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 REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BESET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -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. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL 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. S. 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 AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY RNALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN: ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS. ll. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE EPA, FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. 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 WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION, 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, 16. WORK SITES AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. 17. NATIVE SOIL IS TO BE SCARIFIED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. 1B. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 1-800-227-2600 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. A. VERIZON (800) 483-3000 1400 EAST PHILLIPS BLVD. POMONA, CA. 91766 B. SOUTHERN CALIFORNIA GAS CO. (800) 427-2200 1981 W. LUGONIA AVENUE REDLANDS, CA. 92374 C. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 10440 ASHFORD STREET P.O. BOX 638 RANCHO CUCAMONGA, CA 91729 D. METROPOLITAN WATER DISTRICT (909)593-7474 700 N. MORENO AVENUE LAVERNE, CA. 91750 E. CHARTER COMMUNICATION (909) 880-0220 4240 N. HALLMARK PARKWAY SAN BERNARDINO, CA, 92407 F. SOUTHERN CALIFORNIA EDISON COMPANY (909) 367-6581 7951 REDWOOD AVENUE FONTANA, CA. 92336 19. THE FINAL SURFACE LAYER OF ASPHALTIC, CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER, 20. WATERTIGHT JOINTS SHALL BE INSTALLED PER SECTION 306-1.2 OF THE STANDARD SPECIFICATIONS. Underground Service Alert CALL TOLL FREE 935 811 TWO WORKING DAYS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC, CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES. 314:1 90% COMPACTED NATIVE BACKFILL GRANULAR BEDDING FROM 3" MAX. SIZE SELECTED TRENCH SIDE MATERIAL (I- MAX. SIZE), 6- MIN, 8- MAX� Lu z 0 BELL LU ur M FL 7; ter 0.61Y STORM DRAIN GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 112 NOTES: CRUSHED STONE BEDDING. I TRENCH WIDTH SHALL BE CONTROLLED NOTE: COMPACTION SHALL BE 90% IN ALL TO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED. 2. TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM SHALL HAVE ADEQUATE SHORING, TO CAL -OSHA REQUIREMENTS. 3. CLASS It AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH, TRENCH DETAIL NOT TO SCALE NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SITE CONDITIONS IN ACCORDANCE wl!H StOWN 7 OF THE STANDARD; SPECIFICATIONS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PROTECTION AND RESIGNATION OF ALL PUBLIC AND PRIVATE EXISTING IMPROVEMENTS OR FACILITIES AND PROVIDE FOR PUBLIC ACCESS AND SAFETY IN ACCORDANCE WITH SECTION 7 OF THE STANDARD SPECIRIGNTIONS. BASIS OF BEARINGS. THE BEARING OF N 000121gr E ALONG THE WEST LINE OF SECTION 32 TOWNSHIP I NORTH:, RANGE 6 WEST, SML&M, AS SHOWN ON RECORD OF SURVEY,RECORDED; IN BOOK 47 PAGES 68 THROUGH 75, INCLUSIVE, OF RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER, COUNTY OF SAN BERNARDINO� STATE OF CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: NONE, DATED: ANTHONY HARO -151S. NO. 7635 No. 7635 Up 12-51-2018 E G T _SD - W -RW - S 8 INDEX MAP SCALE: 1"=100' EXISTING CURB AND GUTTER EXISTING RIGHT OF WAY EXISTING EDISON LINE EXISTING GAS LINE EXISTING TELEPHONE LINE EXISTING STORM DRAIN EXISTING WATER LINE EXISTING RECLAIMED WATERLINE EXISTING SEWER LINE CENTER LINE PROPOSED RIGHT OF WAY PROPOSED CURB AND GUTTER PROPOSED EDGE OF PAVEMENT PROPOSED EASEMENT PROPOSED STORM DRAIN PROPOSED SEWER LINE PROPOSED RECLAIMED WATER LINE PROPOSED WATER LINE EXISTING FIRE HYDRANT PROPOSED STREET LIGHT STORM DRAIN MANHOLE PROPOSED STORM DRAIN CATCH BASIN PROPOSED SEWER MANHOLE M I BC BEGINNING OF CURVE EC - END OF CURVE BCR - BEGINNING OF CURB RETURN ECR - END OF CURB RETURN VC - VERTICAL CURVE BVC - BEGINNING OF VERTICAL CURVE MVC - MIDDLE OF VERTICAL CURVE EVC - END OF VERTICAL CURVE MOC - MIDDLE OF CURVE CF - CURB FACE CL - CENTERLINE EP - EDGE OF PAVEMENT FL - FLOWLINE FS - FINISHEDSURFACE GS - GRADE BREAK PL - PROPERTY LINE PRC - POINT OF REVERSE CURVE RP - RADIUS POINT WIN - RIGHT OFWAY TO - TOP OF CURB TR - TANGENT RATE HDIN - HEADWALL THW TOP OF HEADWALL CNAL ENGINEER SOILS ENWEEVt BENCHMARK BENCHMARK NUMBER: 96-B ELEVATION: 1430,689 @ THE NWO OF HAVEN AVE. & 1 M ST, 44 FT. W. CIL HAVEN AVE & 83 FT. N. CIL 19th ST., SET DRIVE PIN WIC.S. TAG IN TOP @ THE E. END OF A HEADWALL FOR 3-29 CMP. 210 FREEWAY PRC JECT SM ?z Aw BASELINE L _ROM z ..... .... ....... VIVA JCHURCH FOOTHIll (sffim CEMER DR LU VJ z 0 CONSTRUCTION NOTES: QUANTITY: (D--INSTALL 24"DIAMETER STORM DRAIN (D-LOAD PER PROFILE) 224 LF. INSTALL 36" DIAMETER STORM DRAIN (D-LOAD PER PROFILE) 697 LF, CONSTRUCT MANHOLE NO. I PER CITY STD, PLAN NO. 318 1 EA. CONSTRUCT MANHOLE NO. 2 PER CITY STD, PLAN NO. 319 2 EA. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN NO. 331 1 EA. REMOVE EXIST. CONCRETE BULKHEAD I EA. INSTALL 18"DIAMETER STORM DRAIN (D-LOAD PER PROFILE) 13 LF. CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN NO. 329 1 EA, INSTALL TEMP. CMP CATCH BASIN PER CITY STD. PLAN 311 1 EA, 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 300 1 EA. MADOLE AND ASSOCIATES, INC, 9302 Pittsburgh Avenue, Suite 230 LEIGHTON CONSULTING, INC. Rancho Cucamonga, CA 91730 10532 ACACIA STREET, SUITE B-6 CONTACT: JEFF RUPP RANCHO CUCAMONGA, CA 91730 PHONE: 909,481 A322 FAX: 909,.481.8320 CONTACT: JASON HERTZBERG PHONE: 909.484.2205 REFERENCE REPORT: NO, 1OB25.001 DATED: OCTOBER 21, 2014 DESCRIPTION of REVISION DATE APPROVED CITY of RANC'Hl0 CUCAMONGA z PARCEL MAP NO. 19637 I z PUBLIC STORM DRAIN PLcs ANS BASE LINE ROAD AND DAY CREEK BLVD. Row 2017-00GO5 TITLE SHEET APPROVED BY DATE: -3•1-7 11.1 CITY ENGINEER ROE: ' 67514 Kam' DESIGN RECOMMENDED L to SCL 04 42068 wN.(MA LE Pz FTSS�jRrl, At, �)f) - I .7� � - D 140- Exp- 03-31-18 DRAWN (o R„NCHC 'UCAWNGA 50 SHEET SCL I OM PHOM -�OD-R,62 I V J'. 'A.?094,Pi6�2 0 OF 3 C CHECKED RCE No 42868 DRAWING NO. CHECKED SAM gar;q n L =r ------ ----- 7 4 - - ------ - — -------- -- - - ------ =Z7 ----- -- -- ---- ------ - - - - - - - - - - - - - 4== _V 7 BENCHMARK ELEVATION: 1430.686' NUMBER: 96-B ------- ---- — ----- ----- @THE NWC OF HAVEN AVE. & 19th ST�, 44 FT. W. ------- --- -71 - -- --- ------ --- L--- ------- ---- . . . . . . =— �= :z:-- ,, — ------- - '�IL HAVEN AVE. & 83 FT. Na C& 19th ST., SET - - - - - - - - - -- - — — — — — — — - - - - - - 4-- - - - - 17= '_=4__= ------- — . ..... - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - DRIVE A HEADWALL PIN W/C,S. TAG FOR IN 3-24"CMP. TOP @ THE E. 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L L­ PROFILE I- t -4- L JA - - - - - - - - - - FE ------ ftA- 9 -4 � - - - - - - - - - 1 T F_ A HORIZ I 4.0 L - VERT 1 4 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 PLAN 1 40' CONSTRUCTION NOTES: INSTALL 24"DfAMETER STORM DRAIN (D-LOAD PER PROFILE) INSTALL 36"DfAMETER STORM DRAIN (D-LOAD PER PROFILE) CONSTRUCT MANHOLE NO. 1 PER CITY STD. PLAN NO, 318 0— CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN NO, 319 (D— CONSTRUCT JUNCTION STRUCTURE NO, 2 PER CITY STD. PLAN NO. 331 —(D—REMOVE EXIST. CONCRETE BULKHEAD INSTALL 18- DIAMETER STORM DRAIN�(D�LOAD PER PROFILE) CONSTRUCT CONCRETE COLLAR PIERCITY STD. PLAN NO. 329 INSTALL TEMP. CMP CATCH BASIN PER CITY STO. PLAN 311 CONSTRUCT CURB OPENING CATCH 9ASIN PE14 CITY STOI PLAN NO. 300 mmDESCRIPTION I of REVISION APPROVED (.31"T vo of RANCHO CUCAMONGA PARCEL MAP Wo. 19637 ,r_`UBLlu !"3TORM DIRAIN PLANS BASE LINE ROAD AN DAY CREEK BLVD. Row 2017-OOOW LINE "All APPROVED BY- DATE: .3 1-11 t-1 CITY ENGINEF101,,C­�_ RCE: 67514 ON RECOMMENDED 01t](MADOL E9�0� 1:7`18"'IG" S, R A N F� i I- CU �l )ING, A 11 3 0 SHEET Life q0q I�i, RCE No -AE28-6tJ ­4 SAIn OF 3 DRAWING NO. — - --- ------ - DATE FILE No 2452-D I . - Line Table Line # I Length I � Direction L4 ___ 141.676 N440 17'06l.l ; L5 - __ 146.855 N89" 17'06.06"E ;: . L6 12.644 N440 17'07.12"E I IZIIEI�E� Undergroulnd Slervl Alerf ^ - CALL TOLL FREE loll TWO WORKING DAYS BEFORE YOU DIG I � _- Curve Table Curve # Length Radius Delta I C3 35.343 - 45,000 045,0000 C4 - 69.939 45.000 089.0495 , C5 17.305 22.51 i I I - ---I--.-,- I � f ­ ��__­ - ­__1_'_­­ ___ ____._ _____1[_11 I - _1­ - --r- - I __,E_A__­ - - �_ -4--- I-.-- - _E___________E_1_ -----. - - - -_ ­__ : ­1= - ___._-__A . I =1 _= � = - --I-- � � i I -:-! 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I � , 5_ A - , I - �_ ' - :' d A , - - .---- ___ - - " 11 - --- - ­ -: - - - "- ' - - - i_,:, , - - -:r= 1- -L - �_ _� ___ �� - - -"-'-- � --- - - - , - ­ I ­1_ ­_'_�-, �. � �4 - - _ - _':L'f I __ I_- ­ - - -------- - --- - - -- ­ - - 11 r -1 __ I �L_'_.__� _'__ ... __ _. �' __ - =--- 7__ :==_"�:�::'- -'F-A I- -- +' � -4 ------ - - ----- % --- - -_-�= - __'+__ - . , ­­", _ _ -1 -- E � I - I -,-I,-,- �- --I,, - =_1_ -.%%I- ­ __ - 1-17-7 ___ --- - ---- I -.1- I "I ­_ - . .1 L ' t I � _ - - - __�7 --- - % ----- - _L - _'_' - _� I =. --- ­1 - __ ­.. - I - I - ­ I_ _1 --- �__ ,A_" - ___ ==_ F_�,:% - - "­ - ­ - . - __ - - _ ---I%- -,= - -11 � ­_ 11 ­­ - - , , , = - -- __�� i ___ � % lu I �__ - __ :� % __:T ... �� _: - ­� , "= - - � - : - i- � , - ­ -1 __ = � _�= - - j- - --� - - - - - -, - I , , � __ � i7:_ 7: '__� _�_- = t- - - - - - = 'f , - 7'�_.' .... r " -:,-4-- -%: ,p --f, --,I-- � ""___"'___ - = �� __ �_ � �'__'_"�: __ � ___ - - """ ­­­ ---- ---- 111­ �' ,---- t. , - �� : I ' t __ --L -,--,- I �' --, I � , __ t' :=:t = ---i- =%4 � __ � - �� 11 " - _�_' _�_ _1__ ­ - - __ - -7- =.---, __ L ", .- :" _-, _-, %_ _�'__ " :- I - - = ___ _'_ I -1 -1 :-_�- _"'� -- ---- � =A_ � _'' - =1 __ _-_ �� - ��13W � __ , ______ __ _'_ - ____ __ :m _ � ---- _ - I - _= -A ,V" _-'112. - - __ -t '� EE� � , __ I I - 11��_"' � __. t_1_____ I - -, -', 7':'�� - ., � I -, � oll �' - - _ -± ___ I 't- __E._-_T_-__ --- 4-- 1 � ­_ - I_ I - _1 "I "I I 11_'_­A­ - - I F - - - '_�' ­ I __ 11, -111, - ­ I'll - �_ ,-I-,- - 1--_ +--,-, kEEI�� � 'I ­=­ ­_ ­11.1rx-4- _i-_1'-_'�'_"� =1 ,_ = 9E : _.='F__ - __,_-_ % I ___'� - :____71'__ ---,-- � - �_r_ 1_111_1t__ ..... ... I _� ___L_ _____' �� _L__j_f __ " - :,_ ----= '= _7� - �q='7_ _ _ __ ____1 - : , -, I---- - - " [ LE - , , __ � - -, t - - =�' ­ _____ L I , - L"-_�"� �- , � : �: � - _A_ -1-111 ---- '­­ U --- ­­� - I 11_1'l"!F � ­ T - ___ '7 T----T-- -, __ . ..... _77i­_ - - - �__ - - - ___ ____ _ -T __ - ____ , __ __ 1% _: _: - ' -� I - - - , � Ez-- = F:'I­� __� . �_"__ I ­­_1 __.W 41 --- - --,--,- - F . __ � ­1111 , �"_'_ 1 4= 1 _7 I _ - I .- -1 I I __ _" - __ I ­ .- 11 , - 1-11, I __1 � f 11 - '_ -.1 I I --I -_ -�-, %-- ',_ , - - - -1 _-T-�-l'-, ___�_­_ �- , � - - ­ L -_:: - - I 1 - � - 7 � I . t - - � I I— - f - - - � -------- � " :,- -::�_:__ -�-­ ... 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I _-_'_ ' I , .-- R& - [ ___ __ - LL- t _ _ _, - __­_ - ___'_� - --.-% �- U _1 -11 __ _4 _ 11 '­ --�r�%�% � =-- L - � � _= _LFJ�C �2% __-1 ___ - -, 11­1 ­_ .- 4 lu ___ - -, - ­1 I -�-_'-%'j' - � I __ -�%-1_-_­j-­­- = - __ - =_­ =_--i __ , - - - 11 , I - - ­ I--- Ir r - 11 _3= - I ",-.--- I- ____ I _`1 . -!= .... .. : ____ _____1.= --L m __- 1 __- ,- --% ,- - --- � - -- -,'- - : -t-1-1- - - I - -11 ­'= -- - - !���___+ ---- 11 - " - F_: __ ___ mltl � I 1% ' I - - __ - - __ __ _ 1_ __ ZH:17# 11 - .. � '_� I%-,-,%-- fl, - - __ - ­1t­ __ � "::::: - - -- ­ - __ ­­ =: , , _­ - I- ­%% .1 -- - . - F - - I � --- T.- F_% � %' 0'-4-1. _:_,_� , % _'_�� _'_ ... - ­1 % r - � 1: = __:� -, ___ - =1 __ - ___ .­ __ .. F - - , - _� 11 - � - -R!!�- A __ � � -1 ­_ - I %­ --- --- %_ ''__'__ r -- -- -!�� =�� I �� � . ____� % : -6. I'll - 11 " ­ ljz� ­­ -11 1. ---. - 11 4 1 1 ­r � - "I ' - - : .; __ - , -1 t ­_ _�� .-, ­ jr'F;P _-_�_�I______R=r -=- ­__ �'� wl�:."' - = - � " ' - ___ , , , , ­ -1 ''I :� -- Ir - - 11 ­­-1-r - , ' - - __ ­ r- '­ - �' ��;z ­ ':�' - � �:." ­ - ­ - 1. - ­ - - ­- -11­1 -:,L____. _ --- ---- r- __I 'Ir ___ I --- � - _ "_ - - __� __' - - __ ­111- _ _ _ __ _ ____, . ­___ - __ - ­ ­­f"­­ ­­- -- - ' - ��� - %--- ----J-''7= ­­11 '­''. , = - ___ � ' - I—- _ ____----'­'­ __ ­111 ____ . __'Q I— ___ - _�__ - _ __ __!% _ - � - , ' - - �4 �11 'R & - __ - I - - it � _�__ - - ___ ' - , � %1% ­i - - I—- ­ ,%---" ___ ­ .r _ _ i r ­ '%­1j­1r­..1 � - ­ _L - %: _y-6� _�%' I � - I ­­ ___1% _111:: -%-:-"�- -- -- - - E __ :_'-­r1t ___ " =1 - -..-""r i � = - r ___ - � I 1-1 % ___ -­ '� _' --- U +- :77 - - -1 ­ ­ - -- - --r--" __ ­_ -11, �- -- � ... - V F_ �: _: - - - �- - - - -- - - 4- - __ __ .IL:__ __' , '­�'� I ­ -I--- - - , x"i __ _­'�: � : ___ � I _­_­_­_' I,— - �: rr r: � - , � _: � - - - _� � - :: % __ _'�� . . . . . . . . --- __ - ___ " 1-11 . - ' - __ I---- _' I � ­­ I 1. ­11 '­%" r-11 _�L ­ ­­ % -1 r - - � ���T= ="__=F-_ = =_ , _­�-'-' -: _1 �. __ - - -1 - ___ I—— . I I- I'll - __ - ��_ �'_-__ ­_ .--- ___ ­ - - - - % % - 1-_­ U:::4_-:'� - __"_ - - ­rr­ ­­ , , �r � I 1-1 r -- _--, 4- , I - _ - ­ ''-, - __=T - j== - -_: - r - - I ­ - - r-­- - - - %" - -- ­­ _� ,- �'-T=z __­ -: ...... _ __- --- -F­­ -".- __ - '__ __1 I I= I .111, %­- _'_-A_ __ ____ ­ � % --------- - - - , ­1 - __ %_ 1, -, : -i---- , - I— I- i . - - ... - - ­�' -,[ ,= � = r � __�_ - ---r.1 ­ - I .11r1r -t --- I ­­_ ­ %­ I __% __'_�__ _ , _._" _:�:% __ "' , '�� __ _� - I f- I ­11 ,­ -I-_- , � - I- I 11 ­ - I - I - - I ____ __ -1- .- ­ -- ,-r--,-_ . :_-, - - -� - - ___� ___ - " '- - - %r , ­ - I -E - - - -- , , -= 7 1 1 -- - -�� ­ I rr I %-. - _-�­ -1 - ­ , U - - , - _� % --- - - _ _ ---r ­11- ­ % �� -[= - r__ , - � ,- , r - _��­::r ---- I _ _­ ... ­'­ - I % -1 _T' -'- . - - ----Ir -- I I ­ 1% - :' - I I :-: - l- �� F ; - _==F --- � _-� _ __ - - - = "�' :� . 11 - 1__F__ 1_f. _ - - - :'� � __r __ - � ­ �__ . ­� _ ---T--- ____ - __ - =t=4= _E_ - ___ ­__ --I-- __ . ­ - - L __ -111, ­­- - ­ __ � =!�_' - - �'- ------7 -­-­1 r-r-i% "r -, - -1 ­ r ­ --- --]- ---- '- F­ -- - I - -1 1 _', = �' ­_­ __ - r __ - 7 � _ ,- 1% - 1% - - '_ � ' -­ � % - - - ___ ­­ - �_ - :_�� :'=r - ---I- -: - I ­ :_�%- _ - - , r -�-� - -=-r- __ _�=_-� , ­_ � I - __ __ , -, _� _ � - - __ _�_ '_ ,:' , r:::- : - I %Ir � - - - ___­ _ � _ _ _ _ _ _ , : _ -1 - - ­ _ ­___ I , - , - __ % r - - 0 -" _ __ L ---I � I "I r - I - 11 I- -- -- -, �, � '�_--."=_ �� - - __ '___'_____j___ ___ - I - - _: : - - , � [�E � _1: __ � P­_ ! , __ - % __ - __ - - - _ I � r : __ - , _ _ :'-� - _,__ j _' =_ - �� .%-_=L_ = __ � . .. - - - - ­ I r I % 11 _ -A -1- � I 11 4 _r � _ - - - - _ %-"---- - ­- I- -- I - - � , I - , =_ : - ::: =_� � - r- - I , _ _L = =_ __ ____ � ­ ­­­ --I--- - ="r- � � % � --- 11 -1-1-1 ­ --- %-r----- --- - - rrr � ..:,- -, I= - --- - ­ r r. % -_%% ­ � - I Ir 11 I­1- - 1, j - ,_ � .. ... .. I_ � -:1 - ­1 r I - ­ ­ % 11 U - 11, _.___ - _= P 1 - _'_ _: r__ m � � Z L __i___u - __�__ __ - __ - - E I __ __ , _:_ , ___ - - _ -f- -�_ - �-, , _- - - 4- - - q ml - - __ - I I _'A _�� '_�_' �e :_%-, - - J­ - r - - - - -- ­­ _ % I _ U - - I � _f I = .. � _; - _ 1�111_11_ - - -m= :�:=- -_�-_' Ir:r __._: L_� z___ ' __ __ - , .- __ _"' k ,L--.%- - I - - -1 -_-I - - , � - :e _ - - %:r_ :_ - --- � = � - , - I I r- : _� :�: _ - I - - - ­1 ­1 I - % --.-- - - I �� __1 ­ . I - �- __ - - - , __ - -'r ­ -- ------- __ ___ - _­_ � _ - - -1 - - ­ % I .r � I 11 - I I --- --- - - - - - - - � ----- - --- - , I __ "Ir -1 - - - - - - J_ ---%-- � __ - � , - - - - - __ - %­ � - - '.�­_ I _ __, .1- I - - - - - - �-: - - -,-,r- I- ,:: - - J��_11­11% -- I I— - ±' - , , -� I 11 _ � -- - - � ­­ -1- "I - jE1'-_r '_ I-- - � - ­1 - ' - =_ f _�� Ir - ­­% _ :� '�':' I - � I __ --- --- ­­ --- , - % -1- --- I - ------ � - I - ­ 11 % - _= I = _ ' - - m - � ------ % -1 -11 I - I—% I r-, I _ __ ' - --= -- - _ __ - -, " - _ - __ � � ��j _ � r' , _= ­ _f_,_ __± _�� 7--I - I - , _j - _i___ - F -L _F1F'-'- - --- __: - ­ - ­ - - �U_ -,:, 1% z== --i=-= ,---- I ______ _-4--t- � r I - - - - - =""-'�:= --_=____ - ------ I,-,,,_ - Irr : �__= 1 - --]--- : - - - �. �: - - - __ -,-,-,f , - ­-=,,�q lu­_ -­­ ­ __ 4 :_ __ _ _�__�=rz='_ - - � - _r__ - - I - - U - _­� I r '� I � __ __ __ - , - '___ _1-4- - __ Z' - -_- � 1, I- � �_-- -�­_�­'- A-r-m %--'--, % � � - ___ _ '_='_"'___ ---"-%-"rl ­' _" ,=. =Fl� ::-- - ± --- - ___A - ' - - __ - - ' =­ � I - %_­ - ­11 � I � ­11 _ I , - _Ar 71 __F_ ­_=-_r__ - :L ,­ --- I � -:--- __' "' ,� % ­1_111 i -.- __ �%111 �1111 11 �- __r7_T_ ' ----- � ___ If ___`., E7 -%--I--- I I � - ' ' 11 ­' ­ I- r ­ % I—- ­­ ­� - - - - - --- � - ­1 ­_ - - - % _ - -1 I- - - - , ---- - -- -� I ­ - - - - ' " - -4 - - i =---- -,- 4, --, : ' - rr -_--- _ _ - - - - ­ j- - r -, I - __ - " r _= _,_- _-_i ':�Im­­ - _ - ­ 11 11 %­­ ­11- -1 � , '__1' __ -Ir - ___ __ - � - - � � - - -1 I - - - - - % %­ � , ­ � - - % - - - ___:J�: - _± -.- - __ - = . �r %-% % - - I - - I ­ - I % I m � r I I _= 1.11 '- - I - , I - , % - lrl% I -- - I -j - r ___ __ , � ... - __ - _: % '_" - � � - ­4 !� - �' I - % I - - LLL - - - - - -- � - � � - - -- -- -- - _ " _ % % r � ­ % ­t_ ­-, m - , - � - % � , � , �_' ,-%%%% , , - - - � _� - + , - - - - � - I . I I - - - - - H , � = - '4'= ��,__�' _ _ %�___ , - - � , � ­ I - I I - - - -J--: , - � � - r---- __ ­U ­_ _E __ : - ­rm m -- � - 1 - I - - , I - - - -1 % � - - - I ­ - - - � - r ­ - r � % - -- � 1­1% - - . . . . �­­ ­ ­ I -"-'--m-. I � - � _�___ - - - ----U- - , __ - I - I I __ --r- I � , __ � �= '] - _--, I , , , �- ­ � - I --- 4r� - - -_ - r%[ % T ­ , I ­_ __ I m __ - - r --- - -I � - -74---% 'r ­ __ _1 - I '�:' T_ I I r- I- . % , _:- -Tr - -, _ - [fzri r _-T '_ -- "' ­­ _��_ _-I �- - __'_ _y'_:_�_ L--- - __ ­­ 1 - - :_ =­:�__'_ ___ __ _ - �':_ = _%__ "" � =� -1 = - __ �:E�� - -.f-.- - - �-q-� _j%- ' �- '�-'-- I - ­­ I _ - , ­ -�-_ I - __ I -�- - � - __ _ - _ ": - % .' . _=r" ___ - ______ ___ 7 - I 111% r ­_ 4- _ - .­ --- I— '-'-" --'-"r ­ - ___� 1_1 � - U ­ I --- 1- . ­9 --rrr ___ __ - ­ - ' � - r ..... .... � --- ­­ ­ - - - , m -------- ___ _ _ -.- --- __.____._ =��__-___ m- __' I _.___ - I— - -1 %­ I r r I - I _1 % ­ 'r- - I - � I—' - I ­�-_ _ � _­_ =1 - It-_ - ___ , - : _�� --,-= __ __ I �_ -, - - I Avu _--'-_--' I - �� :i '-- - - 4- --- __ - ---= =: - -.-- _7 - - __ -1- 1- r - I .- r- I L ­ ­% -_:_', r�l , ==t= - � i ­___ -­­:�� :'­:�: -:��_-J-_ -:: j, , '-­­ --- � , --r7- _�____ --r --- I .I--- ---4- � ­-_ % .... � _"_:��' � . --- 1�m­ __ _____ E_ L_�� r '-,u _ - - I - 1-1 "I I - - r% I - "I - r � ­ % - - - - � - I I - ­ I 11 - - _1 I I - - % - , ­­­ =_- � - __ - ':�-j --_- - :-r r � � __ __ - - - ,_ 1- __ f- r- r--jr-- - - I � - ­ �]� �'j �' -i __ _' R_A_&�_ __ ___l:�_ _­ - _� - ':l __ , --- - ­jr, % -�7­j �'-:-'­ _� _j ., -:t,vjl _�d_ 4 4 7; - - - ­ r- f - - - _ __ '_' - , _ 'I - � - - I:-_:- __ __ __ " __ - �' � _ 'M - 4 , - I _f-- -�r -1 1- __ _ . ____ I- __ - - - _L %I- � -IF'r -_ _1 1­1_ , :L4L _ _ %_ - 7 __� _�_ : ' - ­ � - " '- ' --"r- f J� - - �� - - , - " ___I _ � � I _ , _ _ � T ' - - _' =1 _ _ . _ , - _ - -1 - I—- ___ I - r­, - - , ' - ' r - � I'll I I I - - 11, � _ �j � I - I_ - :=:-: -_ � 7 1 __� - I- - __ _ _ _ 4- �= - ----, q��- : ------ im'Z� _ I 11 _%77 ___� _Z I ­t­% ___ - - 'jr - _ - - __ , � +--r , __ __1 - - - ' _: � - - - I % Irm- ­­ � ­­ � - __ I �.__­­'�_L:_ __-z- - _­___ - ----- --- ____ � % ­ I ­­ - - ­ - _ - , __ - - .r--% ­ ___ - I I � % , _ _ . ,I-- -- U - - - - - - - - - - - ,,, - -- �� - - . -,r%-- __� 7 ------- t_ m --- J� - _ � , -- � �_ _-_A] - - - - - - , ___] % ­ ___ - , I ' I __ - -Z=::: � - __ ­ ... - '-_-�' =:--=- ==17_- ll - I I __ - __ I � - ___ - __1 -, _" : --- r- - , - -;:z- -- � --- - - - -T--- _L ---- - - [� ­ -1 - " - _­ __ � '_'_:� ' = _�� __ _­ �=- - --- - I- - - - __ ___ - __ 1-3: I—— ----%- 11-r­ 1, I � ­­_ � ­f­ ij_ � E _-_�= _-_:7__--_ -I - = 4& ­ __1F'____11_' __ _____ E �� . 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' --- I , �j - �'Ill "f �' 1�1 I I I I 1 "jf"fl" "A' L r 11 I ' r, I I ' �'/ ' I I I � , I .. " ' ' � . 1b "I 11\/ - �4 L - I I /,\ " , 4 � I - - I ­ - , 1- - - - - I e, � , , Lo 11 / i - _ _ , " , r " - �' 1 i I � - / " I � I � 'i ! P�7 _/ Q? / �' / SEE SHEET 2 f - , �_ I " - 1-lI I , ME ��""� S -----M � � 4 A, d/ _­1_ , - T' � � JI� ,' N o. 42868 � Exp: 03-31-16 ) 15 BENCHMARK NUMBER 96-B ELEVATION: 1430,686' @ THE NWC OF HAVEN AVE. & 19th ST., 44 FT. W. C/L HAVEN AVE. & 83 FT, N. C/L I ft ST�, SET DRIVE PIN W/C.S. TAG IN TOP @ THE E, END OF A HEADWALL FOR 3-24"CMP. IORIZ 1 "= 40' VERT 1"= 4' PLAN 1 "= 40' LE IN FEET : i COMTRUCTION NOTES-- (D__ INSTALL 24!'DIAMETER STORM DRAIN (D-LOAD PER PROFILE) (D_ INSTALL 36" DIAMETER STORM DRAIN (D-LOAD PER PROFILE) &- CONSTRUCT MANHOLE NO, I PER CITY STD. PLAN NO. 318 (�)_ CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN NO, 319 6 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN NO. 331 (i)_ REMOVE EXIST. CONCRETE 8ULKJ­IEAD a-- INSTALL 18" DIAMETER STORM DRAIN (DgLCAD PER PROFILE) (�)_ CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN NO. 329 (D-_ INSTALL TEMP. CMP CATCH BASIN PER CITY STD. PLAN 311 1- "I ; 11 I—- : � DESCRIPTION af REVISION , V___ __ - - , ! ___ __ : -ry of RANCHO f'f; : CI I I UlUICAMONG ___ -- - - __ - - -- __ - I rft - I i PAR"to.m.*fEL MAP NO. 19637 1 &�% d I ! PUBLIC STURM DRAIN PLANS 1� BASE LINE ROAD AND D" CREEK BLVD. � ry A n Row 2017-00005 LINE "L% � L __ � � ! - - _f : APPRO,VED BY: DATE: 11-i ) i -) I I I CITY 04GINEER _ I I I �� RCE: 67514 I - - 4- I :1 I - - I 11114W �k - - I - - I f __ I � r : : : :1 RECOMMENDED : - - _01WMADOLE , .K mmom.2 - '!-Tl.[il('fl A�IF I - I ��U;11_; ', --,,. RINC110 C,31,46AONKA FA 'F� I - I ; � i i DRAWN � � SCLIDM ' ' I I _� i f�A . I- �HCW 90- IF 'f 'A ft 9 e FAN 1(1­�!6F2, . ACENO __E_868�! 1 - I I DRAWING NO. FCHECKED ; � ;: � ___�KR li __ _ 43 f, - L DATE - FILE No M! I'll-, �p 2452 - D I I 11 I I "I I �