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HomeMy WebLinkAboutP_5265_SCITY OF � COSTA MESA .f:-�'0 . � UPPER'� �a NEWPORT c3 ,., Q::'. --" I 4, UN\\JERSl1Y � CITY OF IRVINE VICINITY MAP NOT TO SCALE LEGEND -------LIMITS OF WORK PROPERTY BOUNDARY -0--0-0--ACCESS ROUTE --ss SEWER PIPELINE tSS:S.'-S1 STAGING AREA @ SEWER MANHOLE 0 OTHER MANHOLE DATUMS HORIZONTAL PROJECT DATUM: INDICATES SECTION NUMBER .___-VIEW DIRECTION ,...__SHEET NUMBER ON WHICH SECTION APPEARS SHEET NUMBER ON WHICH SECTION IS CUT INDICATES DETAIL NUMBER SHEET NUMBER ON WHICH DETAIL APPEARS SHEET NUMBER ON WHICH DETAIL IS NOTED CALIFORNIA STATE PLANE SYSTEM ZONE 6 US FEET NORTH AMERICAN DA TUM (NAD83, 1992) VERTICAL PROJECT DA TUM: NORTH AMERICAN VERTICAL DA TUM 1988 FEET (NAVD88) BASE MAP SOURCE: EXISTING TOPOGRAPHIC CONTOURS ARE BASED ON ORANGE COUNTY LIDAR FLOWN IN 2011 BY USGS. THE SURVEY REPORT IS AVAILABLE HERE: https / /coost.nooo.gov/htdota/lidor1_z/geoid12o/dato/ 4793/supplementol/ ..... . co2011_usgs_oronge_m4793_surveyreport.pdf LIDAR DATA IS SUPPLEMENTED WITH SPOT ELEVATIONS FROM GROUND SURVEY BY ENVIRONMENTAL SCIENCE ASSOCIATES (2018). EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANYSOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH(UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICTTIME WARNER CABLE UNDERGROUND SERVICE ALERT MESA CONSOLIDATED WATER DISTRICT DAY (800)-624-8153(800)-611-1911 611 (949)-644-3011 (714)-962-2411 (714 )-542-6222 (800)-422-4133 (949)-574-1000 NIGHT (800)-624-8153(800)-611-1911 611 (949)-644-3717 (714)-644-6222(800)-422-4133 (949)-631-1200 PUBLIC WORKS DEPARTMENT BIG CANYON RESTORATION PROJECT �, I I/'· APPROVED, __ 9)_-::J--{,.b.;...� .... �""0'--"--- 1 -1;,t .... Affi-'-=w'---'-•-·-· ________ _. PUBLIC WORKS DIRECTOR, RCE No. 36106 I /' I APPROVED:_-r-f!.7fl..:...:_11_� y...:._Ji_<-L>l--'�'-'-"-�·-lr\._--=----------­DEPUcJ BLIC WORKS DIRECTOR/CITY ENGINEER RCE NO. 51568 C-8208-2 (E)PARKING LOT r--, \ \ "-\ ---\ \ ( \ " /✓ ;... � LOCATION MAP DATE: DATE: 1 1 "I-J z.ozv I I ADDRESS: 1855 JAMBOREE ROAD NEWPORT BEACH, CA 92660 SUPPLEMENTAL SHEETS NUMBER ID NAME 8A C-7A PROJECT DETAILS � 13A L-SA IRRITATION PLAN· NORTH DEFINITIONS PROJECT SPONSOR: NEWPORT BAY CONSERVANCY 2301 UNIVERSITY DRIVE NEWPORT BEACH, CA 92660 OWNER: CONTACT ALYS ARENAS RESTORATION COOR DIN A TOR PH: (949) 923-2269 CITY OF NEWPORT BEACH CONTACT: BOB STEIN, PE PH: (949) 644-3322 14A L-6A IRRIGATION PLAN -SOUTH PROJECT DESIGNER: ENVIRONMENTAL SCIENCE ASSOCIATES 550 WEST C STREET, SUITE 750 SAN DIEGO, CA 92E101 ENGINEER CONTACT: JAMES JACKSON, PE PH: (415) 896-5900 LANDSCAPE ARCHITECT CONTACT: TRACY JOHNSON, PLA (6091) PH: (503) 274-2010 GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2.EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS.PRIOR TO ANY GROUND DISTURBANCE, CONTRACTOR SHALL LOCATE ALL UNDERGROUND AND OVERHEAD UTILITIES IN ACCORDANCE WITH SPECIFICATIONS AND STATE LAW. NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600 3.AI-.JY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TOTHE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 4.ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 5.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWSAND REGULATIONS AND PERMITS ISSUED FOR THE PROJECT. 6.CONTRACTOR SHALL HAVE COPIES OF THE APPROVED DRAWINGS, SPECIFICATIONS,AND PERMITS ON SITE AND READILY AVAILABLE AT ALL TIMES. 7.THE CITY HAS OBTAINED PERMITS FROM RESOURCE AGENCIES FOR THIS PROJECT.COMPLY WITH ALL PERMIT REQUIREMENTS AND SCHEDULE RESTRICTIONS FOR PROTECTION OF WATER QUALITY, WILDLIFE AND VEGETATION. 8.EXISTING ELEVATION CONTOURS ARE APPROXIMATE AND PROVIDED FOR GENERAL REFERENCES ONLY. THE ACCURACY OF THE ELEVATION CONTOURS IS LIMITED BY DISTORTION DUE TO EXISTING VEGETATION. 9.FIELD VERIFY FLOW LINE AND BANK CONDITIONS OF EXISTING CHANNEL FOLLOWING CLEARING AND GRUBBING ACTIVITIES. NOTIFY ENGINEER IF ACTUAL GRADES DIFFER. 10.CONDUCT GRADING OPERATIONS TO CONTROL WIND BLOWN DIRT AND DUST AND PROTECT NEIGHBORING PROPERTIES. AT MINIMUM PERFORM WATERING AS NEEDED TO PREVENT VISIBLE DUST FROM LEAVING THE JOB SITE. 11.THE PROJECT IS WITHIN AN ACTIVE FLOOD PLAIN. PHASE THE WORK TOMINIMIZE THE POTENTIAL FOR EROSION DURING A STORM EVENT. 12.THE PROJECT INVOLVES EXCAVATION AND FILL PLACEMENT WITHIN AN ACTIVE CHANNEL AND/OR BELOW GROUNDWATER. THE CONTRACTOR SHALL BE AWARE THAT THERE WILL BE BASE FLOWS IN THE CREEK THROUGHOUT CONSTRUCTION. 13.THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MANAGEMENT THROUGHOUT CONSTRUCTION, INCLUDING DEWA TERING, FLOW DIVERSION AND DRAINAGE. 14.THE ACCURACY OF BASE MAP IS LIMITED BY DENSE VEGETATION. PERFORM THEWORK IN STAGES, TO ALLOW THE ENGINEER TO REVIEW FIELD CONDITIONS, AND ADJUST THE DESIGN AS NEEDED . ABBREVIATIONS APPROXBM ECF EG EL FG (E) MAX MIN (N) APPROXIMATE BENCHMARK EROSION CONTROL FABRIC EXISTING GRADE ELEVATION FINISHED GRADE EXISTING MAXIMUMMINIMUM NEW SHEET INDEX NUMBER ID 1 G-12 C-13 C-24 C-35 C-46 C-57 C-68 C-79 L-110 L-211 L-312 L-413 L-514 L-615 L-716 L-8 NOT TO SCALE PROTECT IN PLACE N.T.S.PIP PSHB RSP TBD TOB VSL VIF WSE POLYPHAGOUS SHOT HOLE BORER ROCK SLOPE PROTECTION TO BE DETERMINED TOP OF BANK VEGETATED SOIL LIFT VERIFY IN FIELD WATER SURFACE ELEVATION NAME TITLE SHEET EXISTING CONDITIONS PLAN CLEARING AND GRUBBING PLAN GRADING PLAN " CREEK PROFILE GRADING SECTIONS EROSION CONTROL PLAN EROSION CONTROL DETAILS REVEGETA TION PLAN PLANTING SCHEDULE PLANTING DETAILS IRRIGATION PLAN-SITE IRRIGATION PLAN-NORTH IRRIGATION PLAN-SOUTH IRRIGATION NOTES AND SCHEDULE -IRRIGATION DETAILS "' 0 E 0 (.) (.) E a. O'> N h 0 N -.... 0 O' 3' 'J w F ;::: I<! N / "' O'" 0 / 0 <! 0 N <li "' D .c Q_ C: 0 0 O' Ill 0 0 I') <D 0 � 0 / X X X ,....� C-8208-2 ZAi------------------,,-----------------------,-------------------�---------------::-:,,,..,-.,.--::-----::--::----,--------:-::-:-:,--:-:=-,----::-:------:----r--:---=-::-----=--.----------------------1,;; BASIS OF BEARINGS: BIG CANYON RESTORATION PROJECT-t_ r-ESA APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: CALL TOLL FREE 1-8QQ-227-26001-------A-L-U -MI-NU-M-:-D�IS �K �F�OU�N�D--,-,AT::-:'.C"TH�E�I -N �TE�R �SE�C�TI�ON-O�F--; BEFORE YOU DIG BENCHMARK: JA MBOREE ROAD AND SAN JOAQU IN HILLS ROAD NAME EL. FT NA VD88 YEAR LEVELED O.C.S. 3N-56-77 119.926' 2004 � 550 WEST C STREET, SUITE750 SAN DIEGO, CA 92101OFFICE· 619.719.4200 WWW.ESASSOC.COM DRAWN: ,It, J. JACKSONDATE: 6 24 2019DESIGNED: J. JACKSONCHECKED: Newport Bay Conservancy � &= -ALYS 'ARENAS NBC RESTORATION COORDINATOR DATE: 1i ' l '-1 · '2-0 :z,.o :.::_·o-C: 111"'1� MICA MARTIN MARK VUKOJEVIC, RCE DEPU TY UBLIC WORKS NO. 61527 DIRECTOR -OPERATI ON UTILITIES DIRECTOR AND MAINTENANCE DATE: (�) ROBERT STEIN, RCE 43003 ASSISTANT CITY ENGINEER PHASE 2A � TITLE SHEET 2 G-1 §1---------------,-------ic;:: P-5265-S ti----�-:-:-:7 u.. SHEET 1 OF ;'.:, .__ _______________ ......J. _______ _,_ _______ ,__ _______ _._ _____________ -1..'..c....====----------------------....L.------.......I-------J__------.....I..--------------'-----�::--'/ DATE 4-/J-20DATE '1/'-l�-Zc'UI 1/IY•?-utu A. BORGONOVO CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT I RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 0 PROJECT LOCATION • . . I I • I I I l '.J ,,_, l I - I I A) 3 '],. /0 T • ' ' . ' l "' E • C: g_ I ~ ,-.. 0 / z a 0 NOTES 1.EXISTING TOPOGRAPHIC CON TOURS GENERA TEDFROM 2011 USGS LiDAR OF ORANGE COUNTY,OBTAINED FROM NOAA COASTAL DATA VIEWER AT https: //coost.nooo.gov/dotoviewer2.SPOT ELEVATIONS BASED ON LI MITED GROUND SURVEY (ESA, 2018). VERIFY SCALE 0 1" � ONE INCH BAR.ADJUST SCALES ACCORDINGLY. EXISTING SITE CONDITIONS PLAN SCALE: 1" � 50' NON-NATIVE VEGETATION (TO BE REMOVED) NATIVE VEGETATION (DO NOT DISTURB) 0 0 n <O 0 - r=�==--=----:---------------r----,----,--------------,---------,---------------�C--=-8-.=2---=0.::_8 ---=2:__i� r ESA BIG CANYON RESTORATION PROJECT-PHASE 2A � - � EXISTING CONDITIONS PLAN ;3-z <( C-1 -'2-550 WEST C STREET, SUITE 750 SAN DIEGO, CA 92101 OFFICE -619.719.4200 WWW.ESASSOC.COM �;::;;;:;;:;;:-�:;;;-;-;;;;;;:---i-----+-----+-------------------l-----l-----------------------.-----=-_:__--1"1 DESIGNED: DRAWN: J.JACKSON J JACKSON CITY OF NEWPORT BEACH P-5265-S ·� CHECKED: DATE: 1----------lct A.BORGONOVO 6 24 2019 NO.DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 2 OF 16 / ::, RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 25 50 SCALE (FEET) (E) TRAIL, TYP '---J 0 0 1 . � ACCESS RAMP FROM (E) TRAJLJ'..__, �--­--------. ...... ' � TAGING/WOOD PROCE & LOADING AREA (N- � 0 PRIORITY AREA-- Q )� �r STAGING AND STORA.GE AREA AVAILABLE ONCE CLEARING AND GRUBBING HAS OCCURRED. 2.PRIORITIZE CLEARING AND GRUBBING OF STAGING AREA AND HIGH PRIORITY AREAS (ADJACENT TO CHA.NNEL AND STEEP SLOPES). PHASE CLEARING AND GRUBBING PER THE CONTRACTOR'S OWNER-APPROVED PHASING PLAN. SEE SPECS. ½ ) 3.CLEAR /IJ,ID GRUB: CLEAR AND GRUB ENTIRE AREA. AS AN EXCEPTION, DO NOT REMOVE TREE STUMPS AND/OR ROOTS WITHIN SIX (6) FEET (LA TERA LL Y) OF THE CREEK B/1.NK THAT: A.M1\ Y DEST.ABILIZE THE CHANNEL BANK, UNLESS DIRECTED TO DO SO BY THE ENGINEER. B.EXTEND BELOW THE WATER SURFACE ELEVATION OF THE FLOWING CREEK; OR C.ARE BELOW THE MA.Xlt,!Ulv1 REMOV.AL DEPTH SHOWN ON THE DRAWINGS. 4.SELECT REf,10VAL: SELECTIVELY CLEAR AND GRUB NON-NATIVE TREES AND RElv10VE NATIVE TREE TRUNKS AND/OR LIMBS THAT ARE INFECTED WITH PSHB. 5.PERFORM SELECT REMOVAL IN A MANNER THAT PROTECTS EXISTING N.L>.TIVE PLANTS. 0 25 6.GENERAL ACCESS THROUGH AREAS SPECIFIED FOR SELECTIVE REMOVAL IS NOT ALLOWED. EQUIPMENT ACCESS THROUGH SELECTIVE REf,10VAL AREAS ALONG LEAST DAMAGING ROUTE(S) WOULD BE ALLOWED WHEN NECESSARY TO REMOVE PEPPER TREES AND OTHER LARGE 11\JVASIVE TREES AND TALL SHRUBS (E.G., MYOPORUM, FAN PALM, ETC.) SUBJECT TO ENGINEER'S APPROV.l\L OF ROUTES.7. 8. SEGREGATE, H/1.NDLE AND DISPOSE OF REMOVAL DEBRIS PER SPECS. WOODY MATERIAL THAT IS NOT PSHB-INFESTED MAY BE CHIPPED AND REUSED ONSITE AS MULCH. 9.PSHB-INFESTED WOODY MATERIA.L MAY BE CHIPPED .AND SOLARIZED ONSITE FOR CONTRACT DURATION (6 WEEKS MIN IN SUMMER, 3 TO 6 MONTHS l,!IN OTHERWISE). STOCKPILE WOOD CHIPS TO 18 INCHES HIGH MAX AND COVER WITH PLASTIC TARP. 10.AT COMPLETION OF CONTRACT, SPREAD SOLARIZED WOOD CHIPS ONSITE AS DIRECTED BY ENGINEER. VERIFY SCALE 0 1" � ONE INCH BAR. ADJUST SCALES ACCORDINGLY. --� ;::::����� CLEAR AND GRU _ VEGETATION, TY (NOTE 3 � CLEARING AND GRUBBING PLAN SC�LE 1" 50' " = 9 . " a -� $ 0 LEGEND I I t' Fl CLEARl�JG AND GRUBBING (NOTE 3) SELECT REMOVAL (NOTE 4) NAT IVE VEGETI\TION (PROTECT IN PLACE) HIGH PRIORITY CLEARING AND GRUBBING AR EAS (NOTE 2) I \ -�� � o\ , 0 -0 I \:,, ____,,J '-­-- ,.-;C"74J.'r:,,-.,..... Q OOD CHIP S ES 9 & �- 0 u, 0 E 0uuE" E Q_ � D N C) � ���-£�; • en" v " 0 z m m ::, Cc (� I 0 z -�w _J uI<(N / u, cn"0 / 0<( (_) (J) D/ N0 2;s 0£Q cn [D 0 0 ,--; CD 0 r--? X X X r--�0 / z rESA � C-8208-2 �,--------------------------,---,-----,------------------,,----..-----------------------------1/"' � 550 WEST C STREET. SUITE 750 SAN DIEGO, CA 92101 OFFICE· 619 719.4200 WWW.ESASSOC.COM BIG CANYON RESTORATION PROJECT -PHASE 2A -�0 L CLEARING AND GRUBBING PLAN o VJ / C-2 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. STAGING ARE 0 NOTES / • ? \ t ' (NOTES 4 & ---:...1 ----==-_..~=~~t"'~~~§ "'=- c---- ~ "" 50 100 ::I SCALE (FEET) ===f oO ~ / - I I I I I I I I ql'-o,ESS/Q C, I'-J,i '-' "' • s .-------.....,-------L--1----l------------ - - --=----+-----1------------------ - - - , - : : - - : : : - : : - : : : : : - - - : : : : - - i i: "" 0 "J'l1c<so, "'l'j•""" c,iJl ---1-------J..il.l.J--1 CITY OF NEWPORT BEACH 1---P __ -5;_2_6_5_-S_--4b °' c c,;eo<W om, PUBLIC WORKS DEPARTMENT """ 3 o, 16 \Ji L------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - J . f!,;AJB~O!',:R~GO:!!;N~o::;vo~___.!6'.fl.2:!J4 ~2;!_01~9L N...:O...: • ..L_:.o...:A...:TE:,.___1.~-=---;_...:...:...:...:~- - - - - - - - - - . . 1 - AP_P_R_o_vE_DJ.__ _____________ _ _ _ _ _ _ _ L---_;__.---'--' / I I I I \ I I 1 2. 3. DEPENDING ON CHANNEL BANK CONDITIONS, THE ENGINEER MAY DIRECT THE CONTRACTOR TO ADJUST BANK/BENCH EXC.<\ VA TION LIMITS TO CONFORM TO ACTUAL CHANNEL BANK CONDITIONS. (OVERALL EXCAVATION VOLUME WOULD BE SAME OR REDUCED.) RECONSTRUCT CHANNEL BANKS WITH VSL AS DIRECTED BY ENGINEER. ENGINEER WILL DETERMINE LATERAL EXTENT AND HEIGHT OF VSL. SEE SHEET C-6. PLACE EXCAVATED MATERIAL ONSITE ,A.T THE FOLLOWING LOCATIONS, IN THE FOLLOWING ORDER OF PRIORITY: A.SOIL FILL FOR VEGETATED SOIL LIFTS (PROVIDED MA TERI AL IS SUITABLE TOPSOIL)B.BACKFILLING OF VOIDS FROM TREE REMOVAL (MATCH ADJACENT GRADES)C.PLACEMENT AS SLOPE IN EXCESS SOIL FILL AREA. C-0 nJ CJl € 1€ S1(lVJv1l111£ fcfL 1,-;.,7tJY'lrn r)an 7rJ (}1,rr1.,-;s--rt. Sr.,6 Clt::1(-lJL., 0� 5�££ ( fJ/t. (2) ·. U(<.R 1rJA 1E GHIJrV/1/l"l,5, Sc£(c)LA (V 0/Y sllf3:ef 911.VERIFY SCALE 0 1" � ONE INCH BAR. ADJUST SCALES ACCORDINGLY. ( :::, RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. NOTES rESA ~ 550 WEST C STREET, SUITE 750 SAN DIEGO, CA 92101 OFFICE. 619.719.4200 WWW ESASSOC COM DESIGNED: J. jACKSON J. JACKSON DRAWN· CHECKED: DAT~ 24 2019 NO. A. BORGONOVO DATE DESCRIPTION OF REVISIONS - c1xm 1 1t - APPROVED EWPORT BEACH CITY OFWNORKS DEPARTMENT PUBLIC 30-,----------------=--=-=--=---::-:--------,-------------------------,-----------------------,---------------------------,---------------------------------------------~30-STA 23+50 -STA 28+00 -STA 28+50BEGIN BANK GRADING BEGIN TRANSITION BEGIN FULL BENCH(N)TOB EL 22.0 FT i----------+------------------+----------BANK GRADING--+----------------------------------�1�------BEI CH----------<I -------t-----------------------j---------------------+---------------------=------------1 ---------t----------tc,v-,-i--------------+25' - - - - - --------------------z 0 ;:: 25+---(E) CONCRETE----+­ceoss,,o j ; _______ f-- � 2or--------:� ,;.;;,�ii I(E) TOP OF BANK (BEYOND) ----I � � - ------------------------i--------------��==--=--=---=----------��-ti:::==-=-=---=7=-=---l:==-i=;.,,==-�=------==t20 � _, . rr:,1 '"'"' LU / f' �(E) 24" CMP �E) CHANNEL THALWEG (LOW POINT) --x--ul (NJ TOP OF RIGHT CULVERT (X3) 15+------------------------+------ ___I 23+00 24+00 AND LEFT BANK ------------t-----------------------'l-----------------------+---------------------1------- 25+00 26+00 STATION 27+00 28+00 ----------+15 29+00 35,------------------------,-------------------------------------,-----------,-----,--------------------,--,-----------------------,, ----------------------,35 I -STA 33+50 -STA 34+00END FULL BENCH END TRANSITION(N)TOB EL = 28.0 FT BEGIN BANK GRADING i-------------------1--------------------------BENCH--------+-----+----------------+----+-------+-----------�-----BANK GRADING------,I -J0t-----------------------j-------------------------,1------------+---------+----+------------------t--+--------��+_---=--=--��----��--=l--=----�=-==-----------------+30 -----';,X---- I _ JSURVEY POINT (TYP) ---*X -*-- ---___ f- --1 z 0 /(E)TOP OF BANK(BEYOND) (N)TOP OF RIGHT/AND LEFT BANK -- '6( �-�--===---------------;1------------------------+25 �----X---I )( I 20-l=��==---===-4===--===___: _____ _(_ ____________________ -4--__________ _j ________ _j_ ___ -+-----------------+---+------------------�1--------------------+20\_(E) CHANNEL THALWEG I (LOW POINT) 29+00 30+00 31+00 32+00 STATION 33+00 34+00 -STA 39+35 END BANK GRADING 40�--------------,-------------,------------------------i ------------------,-------------------------------,------------j-----------------,40 -STA 36+10 -STA 36+7D -STA 37+30 START TRANSITION FULL BENCH END TRANSITION (N)TOB EL = 32.0 FT START TRANSITION (N)TOB EL = 33,0 FT(N)TOB EL = 32.5 FT BEGIN BANK GRADING r SURVEY POINT (TYP) -PHASE 2A ------ ----- ---------,(E) TOP OF BANK _ -➔ -35+--------------+---------t--+---_--J--+-(BE:N� -_--t_--_--_--_--+-_--_--_--_--+--=-=�-��--------t'A.,,_ ___ +-------------------------j-------------------------t35 ---'<" ------L�----_L---t ____. X 6 --------,, , > 6 � 30+--------------- 1 '�!,:_-K._ ______ -J_=:_===---=\' \_ ==--===-�===----===----===t-===---====---'=='--�=��-=-�-�--==f==---'===---===----===-===--===-------\--------/---------------tJo � _J ' _JLU LU (E)CHANNEL THALWEG(LOW POINT)25_::-��������������_B _A_N_K_G_R _A�D_I_N_G��.=-=------=--=---+-�--�-=---------BENC H------+-----�------------+-----------l---BAN K GRAD! NG-----=-=-=-=-=-=-=-=-=-=-t=-=-=-=-=-=-=-=-=-=-=-=-=1-------------+25 35+00 36+00 37+00 STATION NOTES 38+00 BIG CANYON CREEK PROFILE SCALE. HORIZ. 1 '' = 20' VERT. 1" = 4' 39+00 40+00 35+00 _J w C-8208-2 C 0 (/l ""(.) -� E Q, "' a .ij "',." 0 z ci <{ "' '-'1 <{ N /"' "'� Cl / 0 <{ u a, 0 / N "(/l 0 .c Q, C � C 0 u "' m a 0 ,,-; CD 0 -0 1 EXISTING CHANNEL BANK AND THALWEG PROFILES BASED ON LIMITED SURVEY DA TA. �---------------------------,-------------------------------,---------------------------------1/ VERIFY SCALE 0 1" � ONE INCH BAR. ADJUST SCALES ACCORDINGLY. rESA � 550 WEST C STREET, SUITE 750 SAN DIEGO, CA 92101 OFFICE -619 719 4200 WWWESASSOC.COM BIG CANYON RESTORATION PROJECT -PHASE 2A CREEK PROFILE X X X " -9-z <{ C-4 �r::-:::c-::c-::::---r::-:::-:----:----l---l-------+--------------------l------j!----------------------,--=---::--:-:::---::---1"DESIGNED: DRAWN: p 5265 S " J, JACKSON J, JACKSON CITY OF NEWPORT BEACH f-------------i 'f�H EBCt�86Novo DATEi/24/2019 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 5 OF 16 ?L--------------------------------------------------------------'------------------'--'-"-="-"'-�'-"'-'------'-'--"-"--"'-'-'-"-'-----'------'---------------------'---��--------------------�------�=> RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ----' I I ---- I ---I ---I ' -I I --- [ SURVEY POINT (TYP ) ---------I -,-. -- ------------------ ------- -- I - --1( --I ---I -- I - ----. -- T --- ' I I ' -----I --I ---I --' I ----- --. -- I - I -- -' 7(------- ---, - z 0 f= --- ~ 25 -' ----w , ..J w I I -. ' ~ I ' , -. -; ------, ' I -- --- I ' I -~ --- - I I ----- --------- I '---- -- I - - 01 -....___ ..,. N ....___ <D 0 I L I ----------., 1 I I I --------- I I I -- I -r--- 01:0,ESSJo-1< ;/,~ " JA,c~'i: t;t '/l:i-t% G 7L ~~ ~ • 52 *~r --_ ''}* '5')' C 84033 .,---- -</;-(' C/V\\.. 0~ --- OF CP.'--'~ - I I I I - .,,<-----VARIES -----,rf ""cs-----20· ___ _,, (N)TOBDESIGN EL(NOTE 1) .!'----20' ------,�-VARIES 7 --------�---'- ·---"'�-----7 z0F VARIES ,. -1 c:::;::: 3 1/,) VARIES 2-4' __________ 20 ______ '-�� ---�20 \_ THALWEG EL VARIES (SEE PROFILE) 28+45 A 4 6 FLOODPLAIN BENCH TYPICAL SECTION 30>---------+-----t--------+-----+------+-----+------+---------,30 GROUND SURVEY SPOT EL, TYP 20 20 f---------+-----t-------+-----t--'-c,'-----t------t-------+------l 20 30 20 1 0 0 -1 0 -20 -3 0 33+08 35f---------+-----t-------+-----t-------+-----t-------+------j 35 EXCAVATE (N) BENCH z0F :; 3 0 3 0 :; w__J w 20 20 \ I 25t-----+-----+------i--�""9<f--�---j-----t----t-----------i25 3 0 20 1 0 0 -1 0 NOTES 1.SEE PROFILE ON SHEET C-4 FOR DESIGN EL OF (N)TOP OF BANK.2.WATER SURFACE ELEVATION IS SCHEMATIC. SEEGENERAL NOTES 12-14, SHEET G-1.3.GRADING SECTIONS ARE COMBINATION OF LIMITEDGROUND SURVEY AND LIDAR DATA. -20 -30 w __J w �1 3 INSTALL EROSION CONTROL FABRIC, @ TYP 31+57 VARIES 1' MIN -----------�---c B 4 6 THALWEG EL VARIES (SEE ROFILE) BANK GRADING TYPICAL SECTION ---- 32+18 EXCAVATE (N) BENCH ,-EXCAVATE (N) BENCH-\ 30 t-------+-----t-----,4------t-------+--'<----t-------+--------1 30"*� � \_ 3Dt-------+-----+-------1r----t------�,---t-------+--------13D -------------� �-z 1 0F 20 � 25 t-------+-----t----­w __J w \"'-- --'I 1 \�7-t--I 20 z0F -25:;w__J w 201--------1----+-----�1 ---+--------1----+------+-------120 I I 1��0 ------,-3�0------,-2�0----1-o ____ of--_____ 1�0----_-2�0----_-3�0----_�4b5 z0F 4 0 35 :; 3 0 w __J w 25 -f- --- ---- 3 0 35+62 ----r----�r��1 b,; '-3 , GRADE BERM, TYP :p;, <&<' ---�--- 20 10 0 -10 -20 -30 BIG CANYON CREEK GRADING SECTIONS SCALE: HORIZ. 1"=10' VERT. 1 "=5' ------ 4 0 35 z0F30:; 25 w__J w z0F 20 4 0 35 :'; 30 w...J w 25 I"- 2�0 30 "--, - 3 0 20 1 0 0 -1 0 -20 -30 37+80 _,,--------·x-)( ' v---, .._ --=)<; -�, " I !l'/4 -"-:, -,,1 , � ;_: I 3 GRADE BERM, TYP--' -- 20 1 0 � = --. , I I I II0 -1 0 --- -20 -30 20 4 0 35 z0F30:; 25 w __J w C 0 "' -" u :� E Q. U) 0 "' O' " 'O 0z0 <( fr'. GI <( ;;'-"'O' " 0 / 0 <( u 0) ;3--N " "' 0 .r. CL C � C 0 u O' rn 0 0 ,,.; <D 0 -C-8208-2 s:�--------------------------�-�---�-------------------,---�------------------------------,9- VERIFY SCALE D 1" � ONE INCH BAR. ADJUST SCALES ACCORDINGLY. rESA � 550 WEST C STREET, SUITE 750 SAN DIEGO, CA 92101 OFFICE -619.719.4200 WWW.ESASSOC.COM BIG CANYON RES TORATION PROJEC T - P HASE 2A GRADING SECTIONS xXX,-..-9-z <( IJ) C-5 --;;-r::D:::::ES::::jG�NJ;:::Pc:--:K-SO-N"o::;:R-;-;AfN::".. J-:A-CK-SO-Ni----+-----+----------------+-----r----C-I_T_Y _O_F_N_E_W_P_O_R_T _B_E_A_C_H ___ ,---=p=--_--=5:--::2:-:6:-:5=---:s=----i -�f-------------j � �HE�t�8□NOVO DA T� 24 2019 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 6 OF 16 ? L---------------------------------------------------------------'--------------------'-',;;__;::.:.;_c=c,;.c._;_:..,__-'-'-":.:.r.,c=-=.;_:..,_ _ ___,_ ____ .,__ __________________ � ___ .,__ ____________________ ___,_ ______ �::o RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 'ii 6) SCALE: N.T.S. 6) SCALE: NTS. 35 35 -~I ' I --------l ~~ -= '7 ~ ----·-L 3 --. -1 r I ----- , ' --- -- -- - - -- -,_ ... ~....._~ ------.• __ ,._ . ~ ' 0 I [ ( ~ -----T ~------. ' -- -I I I 2CJi o I I I I .. 0 0 � ��u � � VA-/ � l " ��� L� % \J / / 0 ✓-: /�� Q �-/� NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR SWPPP COMPLIANCE THROUGHOUTCONSTRUCTION, INCLUDING THE 120-D/l.Y PLANT ESTABLISHMENT & MAINTENANCE PERIOD. 2.THIS PLAN SHOWS MINIMUM BMPS TO BE INSTALLED DURING ACTIVECONSTRUCTION AND /OR POST -CONSTRUCTION (DURING THE 120-DA Y PL.ANTESTABLISHMENT & MAINTENANCE PERIOD). 3.THE CONTRACTOR SHALL DESIGN AND INSTALL ADDITIONAL BMPS AS IT DEEMSNECESSARY FOR SWPPP COMPLl.11.NCE. 4.PHASE THE WORK TO MINIMIZE EROSION POTENTIAL DURING A STORM EVENT.AT A MINIVIUM, PRIORITIZE WORK ON STEEP SLOPES .AND/OR ADJACENT TOTHE CREEK SO THAT THESE AREAS ARE ST /l.BILIZED AND PROTECTED FROMEROSION BY OCTOBER 15 TH_ 5.INSTALL SILT FENCE AT WATER'S EDGE DURING EARTHWORK. INSTALL ABOVEHIGH WATER ELEVATION. RDAOVE BY OCTOBER 15 TH_ 6.INSTALL STR.AW WATTLES POST -CONSTRUCTION. ON SLOPES STEEPER THAN 5: 1 (HORIZONTAL: VERTICAL) INSTALL EVERY 5 VERTICAL FEET MINIMUM. 7.INSTALL EROSION CONTROL F.ABRIC ON EXC/l.VATED BENCHES AND VSLS BYOCTOBER 15 TH_ SEE SHEET C-7 FOR DETAILS. 8.ALL LOC,ATIONS SCHEMATIC ONLY. 0 25 50 SCALE (FEET) \�/'Cl o -O \ \�-------=�_,, [>TABILIZE /\ CCESS RAMP, "---- 100 . ; VERIFY SCALE 0 1" ONE INCH BAR.ADJUST SCALESACCORDINGLY. 0 (/HIGH PRIORITY SEEDING AREAS(NOTE 4) �l: � EROSION CONTROL PLAN SCALE: 1" = :JO' 0 (\ o \ \ LEGEND 0 ' ---------------- ·}- - -STRAW WATTLES (NOTE 6)I ifj]_1m1Hffi� BANK EROSION CONTROL FABRIC (NOTE 7) 9 u.\ HIGH PRIORITY SEEDING AND STABILIZATION AREAS (SEE NOTE 4) • f . � O c>� �-::1 �� V/ \ I\ () \ <I> 0 E 0 () () E" -9-z C-8208-2 'Ji.--------------------------,--�----,------------------r-----r---------------------------1,;;;-rESA � 550 WEST C STREET. SUITE 750 BIG CANYON RESTORATION PROJECT -PHASE 2A EROSION CONTROL PLAN � u -�0 [l_ u (f) / 0 w _J r:0:-::-Es::::'.jG::-:'._ ,�::-: E,P :-cK-so-N-r::-:0R:--;-j::7wN:-jA-cK_s_oN-i-------1--------1----------.---------1--------1-----c -1-T -v-o -F-N-E-w-P-o-R -T-s-E -A-c-H-----.-P--5-2-e-s----=s� � 1---------1 W- C-6 �HEBCtl86Novo DAT� 2412019 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 7 OF 16 _'.'.'.',L----------------------------------------------------'--------------__JL..:..::...===.L._-"'---"-'-'--""-""'----.J.._--__J----------------.J.._--.J.._-------------------'--------J/ SAN DIEGO. CA 92101 OFFICE -619.7194200 WWW.ESASSOC.COM RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. y Q ~ rJ> 0 @ <) @ ~ ~1/ ~ '·, ·s,7' (l. 25 'V' r- ~ o~ 6 0 0 c1 9 Q STAGING AREA ~ D Cl~ STRA W WATTLES, 7 8 TYP (NOTE 6) vv a 0 • 0 0 . 0 0 0 0 (N-) FLOODPLAIN BENCH , TYP TOP OF V'\ O ~ ~ b ~ - 1 O "\ TYP (_~ (N) FLOODPLAIN BENCH, TOE OF O ~ 0 Jo 0 1,'I:! (j 0 o a ' D • 0 \, --r~-71:~ 0 cC) ~~~§~~~ • -• I I ) ~~ 0 ,0 " ~ D ""~ ' y o ,,,~Q ~6 Cl 9 • ' ,/ 0 ~6 I "' - 0 -ju 0 I . ~ ft1 t l:, I ol I . \ "' ~~, c::-, • ~ 0 0 ~ D cJ " C (?, C 0 u a, m 0 0 n <D 0 "' 0 / X X X "' I \ I \ \ I I I I I I �\ \ \ \ \ \ I \ \ \ I \ \ \ \ \ \ I \ \ \ \ \ I \ \ I \ I \ l TRANSITION ENDS OF VSL \�\ TO MATCH (E) GRADE \ \ -........."\ \ \\ \\ \\ \) I I\ 1 \ I\ \ I l \�-\ l I\ \ I 1 \ \ I' \ I I \ \ I I l' I\ \\ I I \ I \ \\ �\ 1\ \\ \I / \ \\ I I \\ \\I I �\ I \ \ I I I\ \\ I 11 \\ \\ 1 / \\ I \ I I 1 \ I \\ \ I\ I 1 \ I \ \ I 11 I II\ l \ I \ \\ \ I I I\ I I I I I \ 1 1 I \ I I \1 \ I I\ I I\ I\ I I I I \ I I 1\ I I I I \ \ \ \ \ \ \ \ \ \ \ I I I I \ I\ I\ I 1 \ I\ I I I I I I I II I\\ \ I \ l I I \ l \\�I I I I I I \ I l I I \ \ I\ I I I I I I I I \ \ I ,1 1',1 11\ / TO BE REMOVED,TYP / (E)ROOTBALL \ \ \ \ \ \ \ \ �\ '( \ \ I I \ I \ \ \ \ \ \ \ I I I I I I I I I I I I I I I (E)CHANNEL I __-I TOE OF B AN K , � I TYP I I (E)CHANNEL�!ITOP OF BANK, I I TYP I I I I � I I I I \ I I \ I I I I I I \ I I\ I I I l \ \ I 1 ......... \...-\h,_\11 \\ I I\ l I \ I \ \ \\\\\\11 \\ \\ \\'\ / I I I I I I I I I I I I I I I I ,1 11''1 / 11\ I l I I I I \'� \\ \\ \\ ..___ ,_,,,,. � I \ I \ I II I I I I I\\ \ 1 I I \ I 1I I l I I I I I 1 \1, 11 ,, ' / RECONSTRUCT \ 1 1 " \\ BANK WITH VSL 1 i\ \\ 11 AS DIRECTED " !1 1 1 1 11 (NOTE 2) " I " ,,,,,,, -.........\\ \\ 11 ....._ \\ \' \\ \\"I I I I I I I I \ I \ \ I I\ I\ I\ \ \ I\ \ I / \ I I I I I I I I� I I \ \ \\ / \ /I I I I -\ I I I I I I\ I I \ \� \ I \ \ 1 TREE REMOVAL & BANK RECONSTRUCTION 4 8 DETAIL PLAN SCALE: N.T.S. LIVE STEM PLANTING, TYP FOR EACH LIFT I I I l /; I ' 1.5 MIN 1v , ' ' \ ,t,····�··----,-._ �:,,,.,: ___ _ . ---- I ---J.1 ------ \ -----¥----✓/'""--�-::::c::::==---/ �'==l / ____________ / / 5 REMOVE NON-NATIVE TREE--______ _j COMPLETELY REMOVE ROOT BALL A-1 8 8 { I I - ------,-------'' .._,,---., \ \ I I / TREE REMOVAL AT CHANNEL BANK TYPICAL SECTION SCALE N.T.S. 3'-4' (NOTE 3) REMOVE BANK --,,-;/----------c::::.�� --,-- - �\ (NOTE 3) ·"'",.""' ,\/ \J EG�l-c ____ _;=,'._ __ __}/'"'-""'-"-'"'-'-"-'>L� -__,. / --- A-2 8 8 I I I GRADE BANK TYPICAL SECTION RECONSTRUCT BANK WITH VSL AS DIRECTED SC/ILE: NTS. BACKFILL TREE REMOVAL HOLE EG �'-� ----ee=---"""/,_._-=a._:__:i._.· --.:__· - --:::.::::---:::: __ --- A-3 8 8 RECONSTRUCT BANK (NOTES 4 & 5) TYPICAL SECTION SELECT NATIVE TOPSOIL WOODEN STAKE, TYP SOIL WRAPPED IN DOUBLE LAYER BIOOEGRADABLE FABRIC SCALE: N.T.S. 1.5' MIN NOTES 2 8 8 VEGETATED SOIL LIFT DETAIL SECTION SCALE 1 ''=5' �----EXISTING----�i------NEW----� PLACE (N) ROCK SCOUR PROTECTION (E)SCOUR POOL (E)GROUTED ROCK RAMP (E)30" CONCRETE OUTFALL 8' l-------30'------ 3 ROCK DISSIPATION BASIN 4 8 PLAN SCALE: l"=iO' 20' /i)OT&. Sf3f D'6:f111L o,v Sfh5tff 8 fJ /l}OTE, Se£ tlfl1rvlllEL fll!tv il11c1v7 (}TY S/-j,?er tJI/-. INTEGRATE SCOUR POOL STABILIZATION WITH (E) GROUTED RSP LINE (N) ROCK WITH COIR FABRIC FLOW--- 3 ROCK DISSIPATION BASIN 4 8 PROFILE TOE OF SLOPE GRADED BENCH\ SCALE: 1 "= 1 o· EROSION CONTROL FABRIC PINNED (2' OC) @BOTTOM TRENCH_/ Cu SECURE FABRICwIN TRENCH PIN, TYP 5 EROSION CONTROL FABRIC DOUBLE LAYER EROSION CONTROL FABRIC PIN AT TRENCH EDGE TOE OF SLOPE BURY FABRIC IN 6" W BY 12" D TRENCH 6 8 I I l=­=11111->l'l&J=H-l==,-l,,l-1 I 6"�M-IN-"s-/ 1111 ' _, 11 I 6" TYPICAL SECTION COMPACTED NATIVE MATERIAL IN TRENCH (90% RC) 6 8 8 BOTTOM TRENCH DETAIL SECTION SCALE: 1 "=5' TOP OF BANK PIN, TYP 7 8 8 COMPACT EXCAVATED SOIL ON UPSLOPE SIDE TRENCH DETAIL -IC�STf;fATTK�E,::;3�' O�N�­CENTER (MIN.) PERSPECTIVE VIEW 4 STRAW WATTLES 7 8 DETAIL I TOP OF SLOPE I \ TOP TRENCH DETAIL SECTION COMPACTED NATIVE MATERIAL IN TRENCH (90% RC) SCALE: 1 "=2' SECTION VIEW SC/ILE: 1 "= 1 ' , ' • CJ) N '-... <D 0 "'" 'O (f) _J f­w 01 (f) xi <( N/ "' "' " 0<( u N V "' 0r_ a._ C 0 u "' m 00nID01.RECONSTRUCT DISTURBED CHANNEL BANKS WITH VSL ASDIRECTED BY ENGINEER.2.ENGINEER WILL DETERMINE LATERAL EXTENT AND HEIGHT OF VSL. C-8208-2 �------------------------------------------------------�-----------------------------17 3.GRADE BANK AS NEEDED TO CREATE SUITABLE SUBGRADE FORVSL CONSTRUCTION. 4.TYPICAL DETAIL A-3 SCHEMATICALLY DRAWN FOR GRADED BANK AREA (3:1 SLOPE). 5.AD UST DETAIL A-3 AS NEEDED TO APPLY TO BENCH EXCAVATION AREA_ (REDUCE VLS HEIGHT AS NEEDED). 6.TRANSITON ENDS OF VSL TO CONFORM TO UPSTREAM ANDDOWNSTREAM CHANNEL BANK. VERIFY SCALE 0 1" � ONE INCH BAR. ADJ UST SCALES ACCORDINGLY. rESA � 550 WEST C STREET, SUITE 750 BIG CANYON RESTORATION PROJECT -PHASE 2A � EROSION CONTROL DETAILS � <( (/) C-7 ,;,;-r::-:::=-=---.-::-::----,----1-_ _j_ ____ j_ _________________ _j_ ___ -f---------------------,---------,---10DESIGNED: DRAWN: p 5265 S " J.JACKSON J.JA CKSON CITY OF NEWPORT BEACH __ -___ -_ _,2 SAN DIEGO. CA 92101 OFFICE -619.719.4200 WWW.ESASSOC.COM �HE8Ct�80NOVO DAT� 24 2019 NO.DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 8 OF 16 �L__ _________________________________________________________ _,__ _______________ __J,_:..::__::_:::.:::_::_=::_,::_i__�=..:.L==::..L_-_j_ ___ __JL__ _________________ _J_ ___ -'---------------------'---------'=> RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ~ \ I \ I \ I E G ~';::-c. ______ _____::-;;=?'.--__J / I ----- G) r ,x@1 -------- G) ___ __.- G) G) I I I 1 ' 1 G) ----- G) 14' G) G) G) SCALE 7 "=2 ' I I I I G) G) C 0 V) CY. u .!2, ·- E a. " 0 tn <( X 1/ / I , .... �' � !,. • , -l--,,,,1-,1 'OtE-p \·�·-� I · I I n r----_ ------n l'(}fl,O---- � '------ 0 \) ------ /I I, �GR CH Mir u D I : I I ---------r-------- __J j" I.IIN. ____L � �- is "" 't- ·'" REINFOR'¢iNG DETAIi I '•:--i••i-- 2-_ SECTION A A f/LL e:''fi036rJ wl'l..tVc:fl5 (Z<!)\J\r!D€Q -:ojtj-'1 IZAGIY5 _·· L----------'___L fl EVATION // 2·4 ST0/7..rn 1DRf!1 J 01;1rLc-1 1/fltL Ncrf!S ·. \N11� i*f-'DIS CaV6fl.), oP ANrfi/fai 5,0,un 'Qnfl1/'J O\.ffL'r=i (11.11 <J5) 11tc 11GflO'ril+V, 1� Lf-'IY4°fH�D tirvo i� wl1v4W'n1..L.5 ttnro fCt,AtZ,f:'D. TYP POST & CABLE FENCE (Typi_cal habitat areas do not utilize concrete] (direct bury and compacted I Fencing only provides an aesthetic visual deterrent, not a physical deterrent Materials: 6x6 Wood Posts (Pressure Treated or Cedar) Penetrating Wood Preservative for below-grade lurnber contact 1 /4" ?xl 9 Galvanized Wire Rope (coated or uncoated per preference) Coarse Thread Eye Bolts (screw in application) minimum 4S'threaded. Turnbuckles Posts are spa,ced 1 O' or 12' on center per preference (closer on radii us turns as needed) Typical P'ost 42" Above Grade 4" 12" 12" 4" 12" 12" 85. �• "' a 0. • End/Tension Posts short runs less than so· . Conceptu�I Restor•tlon Plan (uttnt varies) -H1ghAlkali 1\/eadow -No Plelf1tin9 Zone •::; Pt\as"' 2C -Romamm� �'alive Vegeta�on (PresBrva "' Plac'3) 12" � !!' 0 • "'a [=:J COFW Properly -R1pan.rn Cornoor I'__; C•ty Propcrt� -Uplanc 1 ransd on • Ouna11 Loc.ibon -w..rAll>lli ilj.,,o:Jo,,.. l 4• 12" 12" r • "'a Interim Posts L___ '-End/Tension Posts long runs more than SO' no tension C-8202-2 BIG CANYON RESTORATION PROJECT -PHASE 2A ?Ro� 1::: e,1 ���I L-:::i CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7A P-5265-S SHEET BA RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ,, " ,--, A l l j ,.,\ 1----~ ' 1/ JO I,. ~ .J " • ~ ~ ~ ,.,.,.,o,'---'-1-- b . ------ - LEGEND NOTES RIPARIAN CORRIDOR WET ALKAL INE MEADOW HIGH ALKAL INE MEADOW UPLAND TRAN SITION SE L ECT REMOVAL OF INVASIVE PLANTS AN D RE PLACEME NT WITH N/IJIVE RIPARIAN SPECIE S •• C 0 "' -" <.) .Q, ·- N01� (D �V.Si" � C,f\J'b\.-f: f6rJt£ V'I/PLAN � SITE PLANTING SCALE: 1 "' = 50' °{Z€-f-t'5 (_,1".)f<-S �(\, 'D'e'\(1 )L Ori S)1£�T ein, �C-8208-2 � 1.THE EXTENT OF PLANNED VEGETATION COMMUNITIES ARE ESTIMATED AND ARE ')._ �fl.,tC\OnS. ('J.I\Jo) �----------------------,--.----.---------------,----,--------------------------ii SUBJECT TO FIELD CHANGES BASED ON SITE CONDITIONS AND FINE GRADING r ESA \.r,i,1DSC.4p,. BIG CANYON RESTORATION PROJECT_ PHASE 2A 8 FOLLOWING CLEARING AND GRUBBING ACTIVITIES. ENGINEER WILL PROVIDE FIELD 0� 'f1.,'€1\W�15 51¥1>(,'f" ,-..,,, ADJUSTMENTS TO THE LIMITS OF DEFINED PLANTING AND REVEGETATION TYPES ,1"':¢""'{J-Jt,c,¼"-;;%REVEGETATIQN PLAN � TO CONTRACTOR FOLLOWING THE CLEARING AND GRUBBING AND AS GRADING VERIFY SCALE ____..,,J ?] /if, · · 's �<e ACTIVITIES ARE COMPLETED. o 1" • ��JJt�� L-1 %2.SEE SHEET L-2 FOR PLANTING SCHEDULES.� ;t�T�E1�6 csTREET �.,. ::�:;:;'� �.; r:o-=-Escc:1Gc-::NE=-o-, -r:□-=-RA:-c-W:-c-N,---11-----+-----1-------------------j----/-----C-I_T_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H __ -,----::p:--_-:5:::2:-:6�5;;:---::S:::---1·�3.SEE SHEET L-3 FOR PLANING DETAILS.ONE INCH BAR. SAN DIEGO, CA 92101 � "" "() T. JOH NSON R. GUTIERREZ 1--------, L L_4_._1 N_s_T_A _L _L __ PL_A_N_T_s_T _oc_R_E_A_T_E_A _P_E_D_E_s_T _R _I A_N_B _.A _R _R _I E _R_A _s_D_I _R _E c_T_E _D_B _Y _EN_G_1_N _E _ER_. ___________ A_f�_g_6i_o_T�_�_tf_.s__L�-F-FIC_-�_s!_�_�6_:;_6_��-o ____ o_F_c_� '--_'--��H-=EBC�tR"-'=E8�oN�02"VO'.l__DA_TE �6/_.=:24:'.L/�20,_,__;19'.l__N _o._L_D_A T_E_j_D_E _sc_RI _PT_IO_N _0F_RE _v 1_s 1o_N_S ________ __L_AP_PR _O_VE_□l__ ____ PU_BL_1_c_w_o_R_K_S_D_E_PA_R_T_M_E_N_T ___ --'-s_HE_E _T _9 __ oF_1_6___J � RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 1 • • • • ·I t!<:-:,~<i.-:,!1 t/,1 111/~ c;;~~~I C) I \,"' D ~ 0 _....,__ ;----...._----.;;;. - -~, :;-frcn; ;i 'r :::;:-\ \. ESS RAMP ACC ) TRAI L FROM b c), "· 25 50 100 SCALE (FEET) D .. , • ,, 0 0 0 \) [) ~ E a. N '° I) I a, cJ~" 1 0 '-. " )g "' " 'Cl 0 w > w Q:'. • o a .J c:i ~ "' CJ' 3c ;3- 0 r:: -s,: \ ,, L. u C ~ C 0 u CJ' rn Plant Schedule: Wet Alkali Meadow Habitat= 1.86 Acres (80,994 S.F.) Symbol Abbr. Quantity Botanical Name/ Common Name Size Type Spacing(% cover) . •• • PLANTINGS• • •• • ANCA 1,302 Anemopsis californica -yerba mansa 1 gal Herb 2' 0. C. (5%) • • • • ANSU 1,023 Anthrocnemum subterminale -Parish's glasswort (pickleweed)" liners Succulent 2' 0. C. (4%) •• • • • • • •• • •• • • • • •• ' ,, • , " •• • ,, • •• • , • •, ' , •' , • ,, , • ,, • , • • , • , , • , • • , • • • • , ••• • , • •• ,•• •• , , • • " , • • •• • • , • • ' • , • ,, • • , , • • , • • • ,, • • , • • , • • , , • • , , • • , , • • , •, ' " ' BASN 167 Baccharis salicina -willow baccharis 1 gal Shrub 6' 0. C. (6%) DISP 2,603 Distichlis spicata -saltgrass liners Grass 2' 0. C. (10%) FRSA 2,045 Frankenia salina -alkali heath liners Herb 2' 0. C. (8%) JACA 1,302 Jaumea carnosa -fleshy Jaumea' 0-40 Succulent 2' 0. C. (5%) JUAC 428 Juncus acutus (ssp. leopoldii) -spiny rush 1 gal Large herb 6' 0 C . (15%) MOLi 1,543 Monanthochloe littoralis -shoregrass• liners Grass 2' 0. C. (6%) SAPA 3,607 Salicornia pacifica -pickleweed liners Succulent 2' 0. C. (14%) SUTA 335 Suaeda taxifolia -woolly sea blite 1 gal Succulent 3' 0. C. (3%) Total Coverage 73% SEED Application Rate: Bulk Lbs I Botanical Name I Common Name Type Acre Amblyopappus pusillus -dwarf coastweed' Herb TBD Anemopsis californica -yerba mansa Herb 2.0 Artemisia douglasiana -mugwort Herb 2.0 Cressa truxillensis -alkali weed Herb 4.0 Distichlis spicata -saltgrass Grass 3.0 Eleocharis palustris -common spike rush' Grass 1.0 Elymus triticoides -beardless wild rye Grass 3.0 Frankenia salina -alkali heath Herb 4.0 Heliotropium curassavicum -salt heliotrope Herb 3.0 Lasthenia glabrata -goldfields Herb 2.0 Plantago erecta -California plantain Herb 10.0 Pluchea odorata -salt marsh flea bane Herb 2.0 Total Bulk Lbs /acre > 36 Total Bulk Lbs /acre > 67 . ·special collections required Plant Schedule: High Alkali Meadow Habitat= 3.30 Acres (143,644 S.F.) Symbol �4<l--<14 <l <l < C <l<l<l<l <l 4 <l <l4 4 <l <I <l 4-0 <l 4 <l. <l <1 <3 <1 <l <l <l. <14 <.. � <l<l <l, 4<1 4<1 <l4 -04 <1 <l <1 <l44 444<1 <1 4 <l <l. <I <l 4 <1 <l < l<l " <l ,., <l 4<1444 <l <I <1 4 <l <l 4 -04 <1 <l. 4 <l4 <1<1 J4 <14 <l " .. 4 4<1 � <1 <l 4 <l <l<l <1444 <l4 4 <l. <l <l4<1 4<1c<l<l <l" Abbr Quantity Botanical Name I Common Name PLANTINGS BAPI 692 Baccharis pilularis -coyote brush CACH 923 Camissoniopsis cheiranthifolia -beach evening primrose DISP 5.474 Distichlis spicata -saltgrass FRSA 7,321 Frankenia salina -alkali heath JUAC 297 Juncus acutus ssp leopoldii -spiny rush LICA 627 Limonium californicum -sea lavendar SANI 297 Sambucus nigra ssp. caerulaea -blue elderberry SEVE 1,814 Sesuvium veruccosum -western sea-purslane SUTA 594 Suaeda taxifolia -woolly seablite SEED Size Type Spacing(% cover) 1 gal Shrub 4' 0. C. (6%) 1 gal Shrub 4' 0. C. (8%) Liners Grass 1.5' 0. C. (12%) Liners Herb 1.5' 0. C. (16%) 1 gal Large herb 6' o c. (6%) 1 gal Herb 3' 0. C. (3%) 1 gal Tall shrub 6' o. C. (6%) Liners Succulent 2' 0. C. (4%) 1 gal Succulent 3' 0. C. (3%) Total Coverage 64% cover c'-' <l!<l <l 4.c <l.4 Botanical Name I Common Name Type Application Rate: Bulk Lbs I 44 44 Acre <I <14 <I<l4 44 Ambrosia psilostachya -western ragweed Forb 3.0 <14 <:l <l " o<l" <l<l <l 44 � Amsinckia menziesii - small-flowered fiddleneck Herb 2.0 4 4 4 4 <l4 44<l <1 <l <l 4 <l <l <l <14 4<1 <l. <l <l <l, <l. <l<l < 4 <1 4 <l, <l 4 <l <l 4<1 <14 <l 44 4 44 <14 " <l ' "<1 <l < 44 44 -1 44444< 4<1 <l4 <l. <I <l <1 44 44 44 44 <l " fa <l ,., <l <l 4 .C4 .:: <l 4 <l <l 4 <l 4-0 44 <l4 <l <14 <1 <l <l. 4 <l " ,., µ <l<l <l < l<l " <l " ,., <l44 44 <l 4 4 4 <1 <1 <l <l,., <l " <l<l <l ,, 4 <l Artemisia dracunculus - tarragon Shrub 2.0 Cressa trux1llensis -alkali weed Herb 4.0 Distichlis spicata -saltgrass Grass 3.0 Ely mus triticoides -beardless wild rye Grass 3.0 Festuca microstachys -small fescue Grass 3.0 Frankenia salina -alkali heath Herb 40 Heliotropium curassavicum -salt heliotrope Herb 4.0 Lasthenia glabrata -goldfields Herb 2.0 Limonium californicum -sea lavendar Herb 2.0 Malvella leprosa -alkali mallow Herb 5.0 Plantago erecta -California plantain Herb 8.0 Total Bulk Lbs I Acre 45.0 Total Bulk Lbs 148 Plant Schedule: Invasive Removal/ Native Riparian= 245 Acres (106,728 S.F.) Symbol , / / v'////"////V / / / '/ //////////// //// , / //// -///// ///// ////////// /////.///////// //// //// //// , / SEED Botanical Name I Common Name Ambrosia psilostachya -western ragweed Anemopsis californica -yerba mansa Artemisia douglasiana -mugwort Artemisia dracunculus -tarragon Baq:haris salic1folia -mule fat Bromus carinatus -California brome grass Eleocharis palustris -common spikerush Elymus triticoides -beardless wild rye Plantago erecta -California plantain r ESA � VERIFY SCALE 0 1 " � 550 WEST C STREET, SUITE 750 ONE INCH BAR. SAN DIEGO, CA 92101 ADJUST SCALES OFFICE -619.719.4200 Application Rate: Type Bulk Lbs I Acre Herb 3.0 Herb 3.0 Forb 3.0 Shrub 3.0 Shrub 2.0 Grass 4.0 Grass-like 1.0 Grass 2.0 Herb 8.0 Total Bulk Lbs I Acre 29 Total Bulk Lbs (Assume 20% of Total Area) 14 \.r,,tlOSCAP(' ,jy fl�J:iHIC£v 1-f>c fj . -�., '5: J;'v 'b� :d f,£ I 'b <g --1 r I :n -I . � �.f.1#4="-. � 01,'31'2�21 I � � ��;;;�"?f ...._ .J�l� .-,' a Or Ct-\.\� DESIGNED: DRAWN: T.JOHNSON R.GUTIERREZ ' Pia nt Schedule: Upland Transition Habitat= 0.54 Acres (23,544 S.F.) Sy mbol Abbr. Quantity Botanical Name I Common Name Size Type Spacing (% cover) PLANTINGS ATLE 45 Atriplex lentiformis quail bush 1 gal Shrub 6' 0. C . (6%) ATCA 45 Atriplex canescens -four-winged saltbush 1 gal Shrub 6' 0 C (6%) BAPI 259 Baccharis pilularis coyote brush 1 gal Shrub 4' 0. C. (14%) HEAR 48 Heteromeles arbutifolia -toyon 1 gal Large shrub 8' 0. C. (10%) MALA 48 Malosma laurina -laurel sumac 1 gal Large shrub 8' 0. C. (10%) PEAR 69 Peritoma arborea -bladderpod 1 gal Shrub 6' 0. C. (8%) RHIN 39 Rhus integrifolia -lemonadeberry 1 gal Large shrub 8' o. c. (8%) Total Coverage 62% SEED Botanical Name I Common Name Type Application Rate Bulk Lbs I Acre Acmispon glaber -deerweed Shrub 2.5 Artemisia californica -California sagebrush Shrub 3 Encelia californica California encelia Shrub 2 Eriogonum fasciculatum California buckwheat Shrub 3 Eriophyllum confertifiorum golden yarrow Herb 2 lsocoma menziesii coastal goldenbush Shrub 2.5 Lasthenia glabrata -goldfields Herb 2 Lupinus bicolor -miniature lupine Herb 3 Plantago erecta -California plantain Herb 8 Stipa pulchra purple needlegrass Bunchgrass 6 Festuca microstachys small fescue Grass 4 Total Bulk Lbs I Acre 38 . Total Bulk Lbs 21 Plant Schedule: Riparian Corridor= 1.19 Acres (51,825 S.F.) Symbol 1/r rl1 ,-1/1 1/1 1/r i/• i/ 1/1 1/1 1/1 1/1 1/1 1/1 r/1 ,,, 1/1 1/1 •I• 1/1 1/1 1/1,jr 1/1 r/1 11 1/1 1/1 1(1 1(1 1/1 1/1 J I 1r1 1/i I/I r/i 1/1 1/r I I 1/1 1/1 1/1 1/1 1/r r/r i/ 1)1 1/r 1/r r/r r/1 1j1 1/1 r/1 1/1 i/i 1jr 1/1 ,rr 1j, ,1, 1/1 ,r, I• 1/• •/• ,1, 1/1 1/1 •/• I 1/1 1/1 i/r 1/r 1/• r/1 1 1 r/r r/r 1/1 r/1 1jr r/r 1/ •r1 11, ,11 1/1 1(1 1/1 ,,. 1/1 1/1 ijr ij, 1/1 1/1 1jr i/1 1/r r/1 /i 1/1 1/r 1/1 1/1 1/1 1/1 )1 1/1 r/1 ij, 1/1 1/1 111 I I 1/1 I/I r/i 1/1 1j1 r/r r/ •/1 1/1 r/r111 r/1 1/r i/ 1/r r(1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 /1 1/1 1/1 1/1 1/1 1/1 1/1 /r r/r r/1 rjr 1J1 1/r r/1 1 I 1j1 1/1 1r1 r/1 1/1 i/i 1 1/1 1/1 i/1 1/1 1/1 1/1 11 1/1 1/1 1/1 1/1 1/r r/1 1/1 r/1 1/1 i/i 1/r r/1 1j1 1/1 r/1 1(1 1/i /r 1/1 1/1 1/1 1/1 •I• 1/1 II1/1 1/1 Ill •11 1/1 1/1 '1/1 r/1 1/1 1/1 1/r 1/1 i/ 1jr 1/1 i/i 1/1 1j1 1r1 Abbr. Quantity Botanical Name I Common Name Size Type Spacing (% cover) TREE I SHRUB PLANTINGS BASA 143 Baccharis salicifolia -mule fat cuttings Shrub 6' a. C. (8%) BASN 143 Bacchans salicina -willow baccharis 1 gal Shrub 6' o. C. (8%) RISP 167 R1bes speciosum -fuchsia-flowering gooseberry 1 gal Shrub 4' 0. C. (4%) ROCA 286 Rosa californIca -California wild rose 4" pots Herb 3' O. C. (4%) SAEX 143 Salix exigua -sandbar willow 1 gal Shrub 6' 0. C. (8%) SALA 119 Salix lasiolepis -arroyo willow cuttings Tree 8' 0. C. (12%) SANI 100 Sambucus nigra ssp. caerulaea -blue elderberry 1 gal Tall shrub 8' 0. C. (10%) PLRA 29 Plata nus racemosa -western sycamore 1 gal Tree 12' 0. C. (6%) POFR 29 Populus fremontii -Fremont cottonwood 1 gal Tree 12' 0. C. (6%) SAGO 29 Salix gooddingii -black willow cuttings Tree 12' 0. C. (6%) Total Coverage 72% cover SEED Type Application Rate: Botanical Name I Common Name Bulk Lbs I Acre Ambrosia psilostachya -western ragweed Herb 3.0 Anemopsis californica -yerba mansa Herb 3.0 Artemisia douglasiana -mugwort Forb 30 Artemisia dracunculus -tarragon Shrub 3.0 Baccharis salicifolia -mule fat Shrub 2.0 Bromus carinatus -California brome grass Grass 4.0 Eleocharis palustris -common spikerush Grass-like 1.0 Elymus triticoides -beardless wild rye Grass 20 Muhlenbergia rigens -deergrass Grass 20 Plantago erecta -California plantain Herb 8.0 Pluchea odorata -salt marsh fleabane Herb 2.0 Total Bulk Lbs I Acre 33 Total Bulk Lbs 39 C-8208-2 BIG CANYON RESTORATION PROJECT -PHASE 2A PLANTING SCHEDULE L-2 CITY OF NEWPORT BEACH P-5265-S ACCORDINGLY. CHECKED DATE: PUBLIC WORKS DEPARTMENT 1 Q OF 16WWW ESASSOC COM A.BORGONOVO 6/24/2019 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET cl) 0 E 0 u u E"' E Q."'N n 0N'---.0 .::::__ scl-0 en"v Gw>wCt'. I <(N /"' cn"D / D <( u "' 0 /N (I)"' 0 _c Q_ C g_ C 0 u en {D 00n <D 0 r---9-XXXr---0 / z <( V1 /"' �u" 0L Q_ u01/ 0w __J LL I 0 LL (/) / / RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. q ' • l l -~ . - I , ·- l ' - --- 0 I l - ·-- .......... - I ' I I '1 [ . ·- I -- - --~ -~ , ' ( (_ -l ) . - ~ -- l O.C.SPACING O.C.SPACING 2" MIN. EDGE OF GROUNDCOVER AREA / --..........--.........._, /' / + WALK EDGE //. ........................... DISTANCE FROM EDGE IS 1/2 THE SPECIFIED O.C SPACING ���,// ROW + ,// PLANT CENTER ------TRI-SPACE, AT SPECIFIED O.C. DISTANCE �c::;:;::;. ��-�mF�v;m-----MULCH /�:t-----ROOTBALL 1--'1..L -------TOPSOIL :111 I 11; ill I unm-----.... __ I -i = 1=111=111-111-1-NATIVE SOIL NOTEKEEP MULCH APPROX. 6" AWAY FROM PLANT TRUNK OR STEM MINIMUM DEPTH 2 X ROOTBALL MINIMUM WIDTH 2 X ROOTBALL NOTE ,,----SET CROWN OF ROOTBALL 1-2" ABOVE FINISH GRADE .---- .M.IJL-GH ..-----FINISH GRADE A 36" DIA. WATERING BASIN SHALL BE PROVIDED AROUND EACH PLANT KEEP MULCH APPROX. 6" AWAY FROM PLANT TRUNK OR STEM. FINISHED GRADE NATIVE--� SOIL CONTAINER SHRUB PLANTING PLANT SPACING 2 CONTAINER SHRUB PLANTING 3 TREE & SHRUB PLANTING ON SLOPES I DETAIL CUT TOP SQUARE FOR EASIER INSTALLATION. PROTECT TOP FROM SPLITTING. 4" BERM AROUND EACH INSTALLED CUTTING WITHIN 1' OF THE CUTTINGS ON BOTH SIDES, CREATING A WATERING BASIN 4 9 11 MULCH TO 2-4" DEPTH, NOT PLACED DIRECTLY AGAINST MAIN STEM OF THE CUTTING LIVE CUTTING INSTALLATION DETAIL SCALE: N.T.S. 9 11 DETAIL • �--CUTTING TO PROTRUDE A MINIMUM OF TWO LEAF NODES ,----INSERT CUTTING WITH BUDS POINTING UP SC.�LE: N.T.S. VERIFY SCALE 0 1" ONE INCH BAR. ADJUST SCALES ACCORDINGLY. SCALE: NTS. 9 11 DETAIL PLACE ROOT COLLAR AT SURROUNDING GRADE �-HERBACEOUS PLUG, CONE, OR BARE ROOT ROOTED CUTTING PLANT WITH DIBBLE OR METAL BAR OF A DIAMETER SLIGHTLY LARGER THAN ROOT MASS. CAREFULLY COMPACT SURROUNDING SOIL. 5 BAREROOT, PLUG, ROOTED CUTTING 9 11 DETAIL �-HERBACEOUS PLANT AROUND ROOT SYSTEM. NATIVE SOIL SCAL_E N T.S. SCA.LE: N.T.S. NOTES 1. 2 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. THE LIMITS OF WORK SHALL BE FLAGGED IN THE FIELD PRIOR TO ANY CLEARING ACTIVITIES. THE HABITAT RESTORATION LIMITS OF WORK EXTEND BEYOND THE GRADING LIMITS. WORK IN SELECT REMOVAL AREAS INCLUDES CLEARING AND REMOVAL OF INVASIVE SPECIES AND PLANTS INFESTED WITH PSHB, PROTECTION OF NATIVE VEGETATION TO REMAIN, SOIL PREPARATION AND AMENDMENT, AND SEEDING OF DISTURBED AREAS. ALL AREAS TO BE PLANTED SHALL BE CLEARED AND GRUBBED OF INVASIVE SPECIES PER THE SPECIFICATIONS. PRIOR TO PLANTING, PLANTING ZONE BOUNDARIES SHALL BE STAKED IN THE FIELD FOR REVIEW AND ADJUSTMENT BY ENGINEER BASED ON FIELD CONDITIONS FOLLOWING CLEARING AND GRUBBING AND GRADING ACTIVITIES. CONTRACTOR SHALL VERIFY ALL QUANTITIES, MEASUREMENTS, AND SITE CONDITIONS. A POST-GRADING MEETING WILL BE HELD TO REVIEW FINISH GRADING PRIOR TO COMMENCING PLANTING. PLANTING PERIOD IS WEATHER DEPENDENT AND PLANTING SEQUENCE SHALL BE ADJUSTED ACCORDING TO SOIL MOISTURE. ALL SEEDING ACTIVITIES SHALL CONFORM TO NORMAL LANDSCAPE INDUSTRY STANDARDS. INFERIOR SEED WILL BE REJECTED BY ENGINEER. IF PURITY/GERMINATION RATES OF PROVIDED SEED ARE LESS THAN SPECIFIED, THE BULK POUNDS OF SEED PER ACRE SHALL BE ADJUSTED TO ACHIEVE THE DESIRED PURE LIVE SEED (PLS) PER ACRE. CONTRACTOR SHALL CONTROL NOXIOUS OR INVASIVE WEEDS WHICH MAY DEVELOP ON SITE DURING MAINTENANCE PERIOD. SEE SPECIFICATIONS FOR MORE INFORMATION. CONTRACTOR SHALL REPAIR AND SEED ALL AREAS DISTURBED THROUGHOUT COURSE OF CONSTRUCTION WITH APPROPRIATE SEED MIX AND APPLICATION RATE AS PRESCRIBED IN PLANT SCHEDULE. PLANTS SHALL BE PLACED IN GROUPS OF LIKE VARIETY AT SPACING NOTED IN LEGEND (EX. 25 ROSA CALIFORNICA OR 15 BACCHARIS SALICIFOLIA TOGETHER). ALL DISTURBED AREAS SHALL BE SEEDED, MULCHED AND STABILIZED. C 0 CI) .Y u :� "" " D w Ct: I <l'. "'" 0 <l'. u a, D / N " CI) 0 .c [L C 0 u "' [I) D D tO D C-8208-2 ��----------------------�-�---�------------------r---�----------------------------1?rESA � 550 WEST C STREET, SUITE 750 SAN DIEGO. CA 92101 OFFICE -619.719.4200 WWW.ESASSOC.COM BIG CANYON RESTORATION PROJECT -PHASE 2A PLANTING DETAILS L-3 X X X r--- / z<l'. (/) /if> � r::-::-=::-=---.::-:c=:-,------j...---+------1------------------+----J--------------------,----=----::--'.::-:-::----=------jU□Es�GNJS°�NSON □iAv�iT1ERREZ CITY OF NEWPORT BEACH P-5265-S -�>--------j � �HEBCol\f86N ovo DAT� 24 2019 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 11 OF 16 ,'?L------------------------------------------------------�--------------�����-����-�---�---------------�>----�-----------------�------�::::, L__ _____________________________________________________________________________________________________________________________________ RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. + + -----++ ~----++ ~ ----- LJ L '· I ---.....::w-•1 -ill-II l l l~l l l= = : = I I=" I l=ill II II ---11 1 1 9 11 ~ffl_------PLANTING BACKFILL COMPACT EXISTING SOIL FOR FIRM STABLE BASE UNDISTURBED NATIVE SOIL I I ------------------------------------------------------------------------- , -" ( I I I N / Cl) 0 / �·=------"'�--=--� 4� 0 \ _ 0 / - f 01'""""'-' � D�rs��),\\Ill�:/---� . G \)0 i -�,)' ' PHASE 2A BOUNDARY POC PH.I\SE 1 POINT OF CONNECTION --PHASE 1 MAINLINE 0 ----PHASE 2A MAINLINE CREEK CENTE R LINE NOTES 1.SEE SHEET L-7 FOR IRRIGATION NOTES AND SCHEDULE. 2.SEE SHEET L-8 FOR IRRIGATION DET.1\ILS. 3.ELEVA.TION AND PRESSURE AT MAINLINE IS ,ti.PPROXIMATE BASED ON PROPOSED LAYOUT AND ASSUr,lED CONDITIONS. CONTRACTOR TO VERIFY AND NOTIFY ENGINEER OF ANY DISCREP,ti.NCY. o 00 Q 0 VERIFY SCALE 0 1" ONE INCH BAR. ADJUST SCALES ACCORDINGLY. 0 0 0 . a 9: oO " " D IRRIGATION CONNECTION • \ '-.."T'«()) 0-��, .: !:?�l :,C> d " � - 1----, \ " \ .. \- \, \ �o L ____ J i . � PLAN SCALE: 1" -80' o. 0 Cl APPROX. MAINLINE CONNECTION LOCATION N: 217585 4.9328 E: 6066115.2349 -EL. 46', -73PSI / � PHASE 1 POINT OF ,,.---­CONNECTION �-EL. 92' -80 PSI / .,;--'-'I\ ·19.3 6066019.45 � . I � ' •0 40 80 SCALE (FEET) 160 V, D E 0 () () E V, C Q. r-. Nn 0N" 0 "...0 C D u � 7X X X r-. � 0 _/z C-8208-2 t7i,---------------------.----..----.----------------,---,------------------------1�- \.j>)lDSCAP,t BIG CANYON RESTORATION PROJECT -PHASE 2A f ;i�,;t"'!J'H!Cti&('t%IRRIGATION PLAN-SITE � fc! /fj I � � / : � ��� � L-4 8550 WEST C STREET,� ,?.�;':��.� � r::::::=,;:---,-;:;::-:::-;----f--/-..---,-----+-,.---------=---:----:-----+-=-,,--l----------------,-·--=--===:-=-::-::::---j f;!SUITE 750 '1 � DESIGNED: DRAWN: •() I ,1 ,J p 5265 s I SANDIEGo,cA92101 .,,.<" "'°,;.�" �o� T. JOHNSON T. FISCHER '1 Iv '.2 E5TO,..., 7 {) eF CITY OF NEWPORT BEACH - -oOFFICE' 619·719.4200 OF CJ>.\_\ CHECKED: DATE: PUBLIC WORKS DEPARTMENT ---1-2--1-6-, tii WWW.ESASSOC.COM A. BORGONOVO 6 24;2019 NO.DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF / L_ ___________________________________________ __,__ ____________ ...i..;_;;...,;;,,;;,,;.;,;;,,:;,;,;.;;;.;.::_.___..::.,_;;,.;.:..;;.;.=.,,__....L.... __ --'--______________ .___ _ __._ _______________ __._ ____ �/ RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ~~1 LEGEND ~J) \ ~~~ 0 . 0. '8 D c:;:i .. (I" D O a ' a"c:N "o 7"1 29 .04 0 49 0'31 Q • • . D . . • 0 • a _I n /I /\ 6 • a " N016.S '. CD-t-1--E ~YZ,~~ \ bn~0e.1rv~ ~-Se\,t:C\ «.e-:fl')D\?l"r\, ®-GY<f--Ek 0r-iivk Gfl.P\()1Nq (~·-1) r-ESA ~ 0 D ~ 0 D • -,..... ./"\;,. . ~ / ......---------' PROX. MAINLINE CONNECTION LOCATION " < N: 2176244.1042 ( E: 6066104.8934 • fl EL. 44.5' ~ 59 PSI . -• <1 tf' D() J?c.___x ,'.'° (J w c? ~ C? 1}J Cl 0 0 D 0 D ( 1-_ -~) , ~, -I--/ --1-----1-------LI 1----J-1---!--'--,<l 's _ _,_,_ffl_,____------'l-------f f!J-'-=-'tf:}£------'---J 8=--.L6-'--'-=--({,6'6.__,____,l-'-','R.-¥~1 • 0 0, ~ u z 0 F <i CJ 0-: 0-: -I <i N / "' 0, ~ 0 / 0 <i u °' 0 / N (I) "' 0 .c 0.. C 0 >, 0, (I) 0 0 n "' 0 -r-.. LEGEND ■----■ NOTES PHASE 2A lvlAINLINE CREEK CENTERLINE ) ) ,, •�0 � � �o �-·o ?-� ) 1.SEE SHEET L-7 FOR IRRIGATION NOTES A.ND SCHEDULE. 2.SEE SHEET L-8 FOR IRRIGATION DETAILS. 3.IRRIGATION LINES LOCATED ADJACENT TO TRAILS OR ROADWAYS SHALi_ BE INSTALLED BELOW GRADE. IRRIGATION CONNECTION PLAN SCALE: 1" = 30' \ > /4. / VERIFY SCALE 0 1" � ONE INCH BAR. ADJUST SCALES ACCORDINGLY. , �1" ✓ rESA � 550 WEST C STREET. SUITE 750 3/4" 0 3!4" 21/2"S .... ·� 3/4" ... D 1• 3/4" • 0 3/4" 0 e--314" , 0 \.__ c;;:,_26��� � . . Q - 1 1(2" 0 � " � �-�/, 3/4"'________1'\? .... 3/.:;;;4i,��:_, � if✓�..__.,. 0 0 c? � 0 " D "'°' .-3,4'\ ___0 r 2" � 1 112" � '\l \_J 3/4"�"v � '-----.3/4" -� a \) j 3!" 1 3/4". 0 -------1" .-3,4" () a � d 0 0 Q -�---, .. - K t: 1" 1112" � 0 -st-\j - I-w �J? w w (.fj 0 15 A 0 0 ---J 0 30 SCALE (FEET) (/) 0 E 0uuE"" E Q_ cf) N >) D N ......_ 0 ......_ ., 0 o-. " cJ z 0 e= <( (_') [l_ [l_ -I<( N / (/) en " 0 /D <( 0 a, D /N Cl) "' D .c [l_ C C 0 u "' (D 0D ,.-, <D D 60 r---0 /X X X ,.__ 0 / z C-8208-2 ;;, :!!:.._ _______ -I/ w BIG CANYON RESTORATION PROJECT -PHASE 2A IRRIGATION PLAN-NORTH -u-�0�[l_ u '.:J--NvrE: st£ '5/fce:, !3fl fofl 1fl(2./f/trl'!OIV wpOm.eJ L-5 §DESIGNED: DRAWN: P 5265 S c;:: r JOHNSON r FISCHER CITY OF NEWPORT BEACH - -c', u_-�HEBc;�gClNOVO DAT�;24 12019 ND. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 13 OF 16 ?'---------------------------------------------'-----------------l...c'---"-"==L_-==.;.;;.L-..l....-__ ....i_ _____________ ..J...__--..1. _______________ ..1...._ ____ _j/ SAN DIEGO. CA 92101 OFFICE -619. 719.4200 WWW.ESASSOC.COM •• • RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. -- D 0 ------- Oo 0 C) 3/4" ,o 0 2" )2112" Ll 3" 8 0 3/4" 314" p 7 JI 314" 3/4" ~ '\:) 1" JI 3/4" 1 1/2" 1" "' 3/4" 0 .,,, W,a14• .,, Q ~ a 314" D 0 .,.,, 3/4" 3/4" 0 ~ cJ 3/4" Q ' 3/4" D 0 -----------1· 7f.. c::;o -. 3/4" • <7 --~--,,,.-- '----------------------------------------- " G )> 0 0 .314':) \ 0 t> 1" ~ -------3/4" 0 L T 31~·· no V/ 314" 3" ~ ~ 0 0 1" ___.-1" .. 3/4" \) 0 ----- \ r/ 3/4" a..3/4" ------------- ., r • • I v ,, 314" --.._____ • 0--314" 11/2" 314" .. 1" 314" 1· I / I I / / / / / / / • 2· 314•-'> Q._3/4" �---------=------------- 314" 1" • 1· p------_3/4" .. .. 314" -------------.1. 2 112" .. 3/4" � SEE NOTE 3, � ..... 37.66 ..... 14 .5" ' '.....__ � 41, .....__ 13 2" 94.1 4 � .....__ h8J36 I .....__ � A12 2" --------=: � � :::---;��� 43. 58--......____: 41, R 11 . 5" ----.....______ �;:--.....__ &�-.�� -. � ------------1112" -. �------------4lt 4lt -......__------------4lt -. 411 112·· �1- �1112· •11/2'" 314•• 1·7r--_, 3/4" ri --- 1112'" 3/4" -. 314" • �/ �/314"� � 314" --�11,2·· 11/2" 3/4" � �314•--e, / 1#--314'" � 1-1 1/2" 314• 3" 314" 2· 3/4" l e-314•--------­� 2· 1·-9---9--� 314•� 2-� 11/2"q' --- 1112" � 11/2" 11/2''? )'" � 31� 314" /'� ,-� �-, . l : � ·� / 314" 1112· 1· 314• ,.,......_,.....,,. 1 1/2" 314•-•--t-• .-- 2· )11/2" ..,- __}4" 1" � 314" T 3/4" e---f314• .... ---1 ,. 11/2" 1112· • / 1· 1-/4 314"! 3••"'\ 3•• 314•· 314" -------1112" 2" _._1. � 3/4 ____ _ 3l4" 1112" 2 1/X' 1"' ___ , .. � 1 1/2" ,...__1" � �1112·· '\ 11/2"' � 2-� 3/4" 1" 3" 1112· 1" / 314"/ 314•· 31 ... 3" .. 314•---------1" __ _.,----J 31,. 1 1/2" ___...--------3" st� 1 1-w w I(f) 11/2 .. C 0 "' C .c 0 -, t') > <l) L I O> >' u z 0 >= <( C, "' "' -I <( N / "' O> LEGEND I 3/4",,. 31I_1-� ----------1{ 314" .,,, 1/ ,-_____,.. "-� /314" y 3" .-1··---­.314•-----w w (f) 1 112" 1 >' 0 /0 <( 0 ■----■PHASE 2A MAINLINE ._3/4••----314 .. \ ;· 314" �1-1k112· .,,,,.1 .. 0) 0 / N .,CREEK CENTERLINE PROTECT (E) VEGETATION,T YP 1 1/2" 1112", � 314" _,,,,,-'--._ -;f---./ 11/2" ----. .--1 1/2" 1 112" ,.::,..., 314• - - ,, / .. 1� � ------------�,.. 1112· I �----------.: 11/2" /1 112" 1 -------3/4" ___._, 112" � / .. .... 2· 1· -f-"-.. -----. 3/4-.----1· 3• 3• ?314• , '7 k98t4 I "' 0 .c 0.. C � C 0 0 .'<' (D ..,.. --3_ 3_ 314_ , .....-----� ~/ # #��9�8�.1�4��7R�2�" �/-����S:EE�N:O:TE�3-�/-��.A../-�./'-�1��:�::��::�::iiiiiiiiiiiiiiiiil-----" __ __,,_,..I_""'-� / 8 2" � g / � & "------....._ � � � -.........______ . 3• Y, t# n / 1 '\ / �- 314" _,,_l // , / 0 15 30 60 � / / '\ f 89.94 07 --� "--e 314- ------- ~ / ,# / / / \ \ newf 2" �6-2-----.....____::_----_____ e 314"� _j3_.�-=3:"::::::::::::::------;;#�/ SCALE (FEET) � // \ \ --------;_---...._ -__ 6-3/4" _ - ....----:c---,# ,# � Q -------------------------------�-----5 ------------C 8208 2 / �-----------1--\------�"""""""'"""""""'"""""""'"""""""'"""""""'"""""""'������������������������������������L--��-��-�� IRRIGATION CONNECTION / �sCAP.t BIG CANYON RESTORATION PROJECT -PHASE 2A -f; NOTES PLAN SCALE: 1" = 30' rESA � ,1,,_,"'s,""�"Q""0f% IRRIGATION PLAN-NORTH l CJ 61. ."' <" o 1 . 2. 3. �E RIFY SCA L�" :; ft, �,11;,,/�<.:.. (f) ��� ����i � = � �g� : ��: g� i: g� ��+!iis�N D scH ED u L E . � 550 WEST c sTREET. � �I:,�; ,...,-c,::-:-=--.,,..,,----1--=-2�1�0:..c.1 s':"·.=:20�2�0�1R�R�1G�A'...'.,T1�0._._N__.s:'...'Y�s"crr,..M'---'='Ex"-P-"A._._Ns ... 1"'0N� _____ ---1---__ -1-------------------.-----L--5-A---1 §IR RIGATIO N LINE S LOCATED A DJACE NT TO TR AILS OR ��Ju��c�cftrs g�[g���9��i!;�b -P,,_<"' 0�7;:�,,oct D EStGNJii°H NSO N DRA�:FISCHER 1 10.1.2020 IRRIGATION S YSTEM REVISIONS CITY OF NEWPORT BEACH t-_P_-_5_2--;6r5_-_S_-11L_ ____ R _o_A_D_w _A _Y_s_s _H_A _L_L_B _E_1 N_s_T_A_L_L_E_D _B_E_L_o _w_c_R_A_D_E. __________________________ A_c_c_o_Ro_1N_G_L_Y_ . ..1-www __ ._Es_A_ss_o_c_.c_oM __________ L'.�:::.H�E8c.::::tR.:::E§:::b N�D::..:V:c.DLo_A_:�'::.l.:.=.24c.1..::.2'.'.c01.::..9L._N _o . ....1..._o_A_T_E_.1.o_E_sc_R_iP_TI_oN_o_F_RE_v_1s_1o_N s __________ ..L..AP_P_R _oVE_oL._ ____ P_U_B_L_IC_w_o_R_K_S_D_E_P_A_R_T_M_E _N_T ___ _,__s_HE_E_T_1 __ o_F_1_6__J;: RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. / / / / / / / / ---- / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / \ / \ / / V _,,/"' 3/4" \ .. 1" ,,,-✓ I 2· ✓ 2" 2" ( 11/2" ( ~ / / -----..... ' 1 1/2'" 3/4" ---314"~ 1" 2 112'" ~3/4" 2" 1" J I 3/4" ~ 3" ( (~ _\~ ~ 1-----.:-1 -----l-----, ,----1-i -----+l----1----1----t-~ 1 1/2" 1·-4. 3/4" ". -----= '.5' LEGEND ■ • • • • ■PHASE 2A MAINLINE CREEK CE NTERLINE NOTES IRRIGATION CONNECTION PLAN SC.�LE 1" = .30' e-314" Q 1112" � \_/2 0 2" 0-""-.J 0 2" ~-�-:::=:=-v �� �-� ��-� 0 a .,_,, �� I I"'-/ II I I �� �;i�����--=�, \ � � '. ) --l c 314• �\_ 0\ � "'- � 0-..,.....,,,--------'�� �� �ff ' )� � /4" �, ''--2" .. �,re J; ��:0£��"--\ 4" � 3"�✓ �-39• �._j 3/ ------------� �-, ' ------------� � -"'<-.- ------------� / I � � I���� - ----------�� � � �-� � �--�-�Q I .\\ , 1" ��------:::: 0 (\ 0 J/7 1112" ?. 9 � ) 0 0 -���----­� 314" t) � � �� ::,,_�,\\\'-'-S\\• UI D 1" a --- ) C � 0 ���iiiiiiiiiiiiiiiiiiii� 15 30 60 SCALE (FEET) <C 0 E 0 u u E Q_ <D N n 0 N ....__ 0 ....__ tj" 0 0 0 ,,.; <D 0 r-- X X X r-- 0 / z C-8208-2 Z!i r ESA � \,�;�:: �c Yi./1'- 3 7,� ?'I, 'i 8 "< /Gq 'L BIG CANYON RESTORATION PROJECT -PHASE 2A t ,(}� #v,;Y' ""'t,� IRRIGATION PLAN-SOUTH 8 VERIFY SCALE S! fi.f ', 'Ii, 'P, / 1 . SEE SHEET L -7 FOR IR RI GA Tl ON NO TES ,11,N D SCH ED u LE. �=-=r 550 WEST C STREET. :.' r™;,f'f.',�.:f.,wi..=_; ---,-,-,.,,,..,,,,.-----r--,------1--l------l------------------1-----1----M-a_,_£_:_5J?e_r_S_l!i_'£:_E_-_J _/4._'ll_n_c._'fl_/ f!,_12_,li.:....'ijffii_ih_V/lJ_c .. lil_W._'//i,L" E_5 __ L_-6---j � 2. SEE SHEET L-8 FOR IRR I GATION DET/l.lLS. � � -···--·· - r-: -3.IR RIGA TION LINES LOCA TED ADJA CE NT TO TR AILS OR AODNJEUSINTCSHCABLAERS. ����1��0.cA92101 -,,,,.<" "'°;;;;a ,o<t DES�GNJfHNSON DRA'�N FISCHER CITY OF NEWPORT BEACH P-5265-S 6OFFICE-619.7194200 Or c�1.\LL .__ ___ R _o_AD_v,_; A_Y_s_s_H_A _LL ___ B_E _I_N _s_T A_L_L _E _D _B_E_L_o_w_GR_A_D_E_. ______________________ A_cc_o_Ro_1N_G_LY_. ___.__www __ E_sA_ss_o_c.c_o_M _________._c=/....::cE8C='�l�8o=' N-'-o,-'-·o._o_AT....:.�:....:/2'"'"'4 -=-20;:_;_19::..,__N_o.--'-_o_AT_E _._o_Es_cR_1P_T1_0N_o_F_R_E,_'1s1_0N_s ________ --'-A-PP_Ro_v_rn_.___ ____ PU_B_L_IC_W_o_R_K_s_o_E_P_A_R_T_M_E_NT ___ _._s _HE_ET_1 _4_o_F _1_6__,� / RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. c:, ..._ 314'.'.__ \) ~1" . ~ ,--_ -- j ~ "' - 0 314" is,~~~ 0 I ' 0 C> 0() c;::,, 1 1/2" " , .. 0 • 3/4" 1" ::i ~ ~314" 1112" / ,. 3/4" ~ / . " , ' , ) I I I ' ~._~~@''' ~""\ ~vj~~ ~ -~ G~ ~() (] 0 (S D I) 0 a p ,t'.l D 0 d D . ' 0 0 E "' ey, 3 'O z 0 F <( G c2 Q'. -I <( N / "' 0, " 0 / 0 <( 0 (J) 3- N (l) "' 0 .c (L C 0 " C 0 u "' OJ .... -9- / ~::::Z..✓----------7 "' ' 1 t------~ LEGEND ■----■ PHAS E 2A MAINLIN E CREEK CEN TERLI NE D 15 30 60 SCALE (FEET) NOTES 1. SEE SHEE T L-7 FOR IRRIGATIO N NOTES AND SCH EDULE. 2. SEE SHEET L-8 FOR IRRIGATION DETAI LS. 3. IRRIGATION LI NES LOCATED ADJACENT TO TRA ILS OR ROADWAYS SHALL BE INSTALLED BELOW GRADE. 1" 1·------ 3/4" -. 3/4" -----3/4" 1112" ~1- 1 1/2" 2" ,, 314" ~ 1 112" 1112" _314•-------t-• 2" \ --~-~---1· .___1112" • .. 1" ---3/4" 2" -" ~ I 1" 11~ > ---------1 ~1112" 1112" 1" "" 2 112" "" \ 2" 1112" "\. l1112" ~2- ----1112" !:h= e e;;-1· ._._1 -= I 112" 31(.z-..._ 314" '-2· -------------- ~ 3/4" ~ ~l h9®22 11 :gm ~53•~ 3>-. ,_ ~2- ---"L IRRIGATION CONNECTION PLAN SCALE: 1" = 30' 1-w w :r: [/) w w [/) L_ r-7 --- ' ' VERIFY SCALE 0 1" ~ ONE INCH BAR, ADJUST SCALES ACCORDINGLY. 550 WEST C STREET, SUITE750 SAN DIEGO, CA 92101 OFFICE -61 9,719,4200 WWW.ESASSOC.COM '- ---- f) 3/4" 314" 'b 314" \ \\ \\ 3" 314" '\) ~1" ~ 2" 1112-· / 2~ / / "-/ 2112" 3" 2"/ '- --314" ~ I I I I I I • 3/4" 1112" 31~ ,, 314" '-, - SEE NOTE 3 / ~ I '- I '- 314" ... 1" ---314"~112" 1 112" ---3" --1---~·--\ 1112" 3/4" • I I I / ~ 1 112" , I 1" ~ 314" ~ ~ C: ~ C: 0 u "' CD 0 0 "1 <D 0 - ~~58~2~08~-27 i BIG CANYON RESTORATION PROJECT -HASE 2A I';, IRRIGATION PLAN-SOUTH ~ <( 1/l L-6A,;;; r::-::-~::::----,r::-::----:-c----J---"2c.._j..1~0'-'-.1::'.:5 • .=:20~2~0~1R~R~IG~A~TIO~N~S..'...,YS~TE!::!M!!_!::E:'!XP_:_A,,.,N.,,,Sl.,,,ON"---------+---i---------------------,---=---=-::-:-~=------1 -t; DES}GNJiwHNSON DRAr,FISCHER , ,0.1.2020 IRRIGATION SYSTEM REv1s10N s c1 TY o F NEwPoRT sEAcH r--------1 ! ~HE8CtRE8oNovo DAT~ 24 2019 NO. DATE DESCRIPTION oF REV1sI0Ns APPROVED PUBLIC W O RKS D E PARTMENT SHEET 1 oF 16 ,,,.,- L--------------------------------------------------------'-----------------'-""-"":C.C::.=..c::.i.---"'-'"-"-="-'-'----'-----'------------------~--~------------------~~-----~ ::i I IRRIGATION NOTES 1.CONTRACTOR TO USE THE MATERIALS AND SYMBOLS ON THIS SHEET AS SHOWN IN THE IRRIGATION DESIGN SUBMITTAL. 2.MAINLINE IS SHOWN BENEATH PAVING SURFACES AND OUTSIDE WORK LIMITS FOR GRAPHIC CLARITY ONLY. ACTUAL LOCATIONIN PLANTING AREAS, UNLESS OTHERWISE NOTED OR APPROVED BY CITY. 3.THE IRRIGATION SYSTEM OPERATION AND DESIGN ARE BASED ON A MINIMUM AVAILABLE STATIC PRESSURE OF 80 PSI AT THE POINT OF CONNECTION AND 100 GPM FLOW RATE AND IS INTENDED TO MEET MANUFACTURERS MINIMUM OPERATING CRITERIA FOR ALL SYSTEM COMPONENTS. THE CONTRACTOR SHALL VERIFY THE DESIGN PRESSURE AND VOLUME BEFORE DESIGN AND INSTALLATION AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO COMMENCING WORK. 4.VERIFY LOCATION AND DEPTH OF SANITARY SEWER, STORM DRAIN, TELEPHONE, AND ANY OTHER UTILITIES ON SITE PRIOR TOCOMMENCING WORK. 5.CONTRACTOR SHALL LOCATE AND TIE-IN TO EXISTING PHASE 1 MAINLINE AS SHOWN. MAINLINE SHALL BE EXTENDED FROMPHASE 1 INTO PHASE 2A ALONG ACCESS ROAD/TRAIL. 6.COORDINATE LOCATION OF REMOTE CONTROL VALVE ASSEMBLIES AND SLEEVES. COORDINATE ALL WORK WITH OTHER TRADES INVOLVED. 7.ALL VALVES WILL BE PLACED IN VALVE BOXES IN A MANNER THAT FACILITATES ACCESS FOR MAINTENANCE. SIZE BOXES TO ACCOMMODATE COMPLETE VALVE ASSEMBLY. MAINTAIN MIN. 12" BETWEEN VALVE BOXES AND PAVED SURFACES. 8.CONTRACTOR TO MARK LAYOUT OF TRENCHES AND VALVE LOCATIONS FOR PREVIEW BY ENGINEER IN FIELD PRIOR TO CONSTRUCTION. 9.THE CONTRACTOR SHALL INSTALL QUICK COUPLING VALVES AT EACH END OF MAINLINE, AND AT 200' INTERVALS ALONG MAINLINE. 10.CONTRACTOR SHALL COORDINATE WITH CITY OF NEWPORT TO ACCESS, TIE-IN TO AND EXPAND EXISTING CONTROLLER LOCATEDNEAR THE P.O.C. THE EXISTING CONTROLLER HAS 36 STATIONS WITH 14 ZONES AVAILABLE FOR USE IN PHASE 2A AND CAN BEEXPANDED TO 48 ZONES. IRRIGATION LEGEND ROTOR HEADS SYMBOL DESCRIPTION NOZZLE GPM P.S.I. RADIUS Q)TORO 570Z-12P PRX COM E HUNTER MP1000-T 90 .23 45 14' (}) TORO 570Z-12P PRX COM E HUNTER MP1000-T 180 .44 45 14' @ TORO 570Z-12P PRX COM E. HUNTER MP1000-T 360 .88 45 14' C7 TORO 570Z-12P PRX COM E HUNTER MP2000-T 90 .46 45 21' e TORO 570Z-12P PRX COM E HUNTER MP2000-T 180 .85 45 20' 0 TORO 570Z-12P PRX COM E HUNTER MP2000-T 360 1.57 45 20' � TORO 570Z-12P PRX COM E HUNTER MP3500-T 90 1.38 45 35' e TORO 570Z-12P PRX COM E HUNTER MP3500-T 180 3.10 45 35' •TORO 570Z-12P PRX COM E HUNTER MP3000-T 360 3.86 45 30' L, HUNTER RZWS-18-25-CV (2 PER TREE) 0.25 45 1 EQUIPMENT SYMBOL Q9 DESCRIPTION REMOTE CONTROL VALVE: GRISWOLD DWS-PRV BRASS PRESSURE REDUCING VALVE BALL VALVE: MATCO 754N BRASS, LINE SIZE QUICK COUPLER: RAINBIRD 44-NP NON POTABLE BRASS. SEE NOTE 14 HEREIN. MANUAL DRAIN VALVE, SEE SPECIFICATIONS LATERAL LINE, SCH. 40 PVC MAINLINE, CLASS 315 PVC, SIZE: 3" UNLESS OTHERWISE NOTED SCHEDULE 40 PVC SLEEVE -6" MIN, UNLESS OTHERWISE NOTED CONTROLLER: RAIN MASTER EVOLUTION DX2 -FLOW, RADIO & ANTENNA (EXISTING) 36 ZONE MASTER VALVE: GRISWOLD 2000L (EXISTING) FLOW SENSOR: RAIN MASTER EVFM -2" (EXISTING) REDUCED PRESSURE BACKFLOW: FEBCO 825Y -2" (EXISTING) ----GALLONS PER MINUTE 43.67 R2 h .5" ---VALVE SIZE �----HABITAT TYPE ZONE NUMBER HABITAT TYPE DESIGNATOR H R u w HIGH ALKALI RIPARIAN UPLAND WET ALKALI I 1 I NOTES A.FLOW IN PIPING SHALL NOT EXCEED 5 FEET PER SECOND VELOCITY A.DEMANDS OF SYSTEM DESIGN SHALL NOTEXCEED PERFORMANCE CRITERIA OFWATER METER. B.SEE SPECIFICATIONS FOR ALL PERFORMANCE REQUIREMENTS GPM PIPE SIZE 0-7 3/4" 8 -12 1" 13 -22 1-114" 23 -30 1-112" 31 -50 2" 51 -70 2-112" 71 -110 3" PIPE SIZING -SCHEDULE 40 PVC SCALE: N.T S. C 0 V, "" 0 0 :� 0 0 "' "' 0 C-8208-2 � -----------------------�-�---�----------------�--�--------------------------19- VERIFY SCALE 0 1'" ONE INCH BAR. ADJUST SCALES ACCORDINGLY. rESA � 550 WEST C STREET, SUITE 750 SAN DIEGO, CA 92101 OFFICE -619.719.4200 WWW. ESASSOC.COM BIG CANYON RESTORATION PROJECT -PHASE 2A � ,--- 1 RRI GA Tl ON NOTES AND SCHEDULE z <{ U) L-7 ,;; �=;;:;::--,-;:;;-;-;;:-;----\---+----+-----------------+----t--------------------,----=:--=�=-=----=---J" DESIGNED: DRAWN: p 5265 S v T. JOHNSON T. FISCHER CITY OF NEWPORT BEACH f------------12 �HE8Ctf8oNOVO DAT�:12412019 NO.DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 15 OF 16 ? '------------------------------------------------------�--------------�-----��-�-�---�-------------------�------------------------�:::, RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ' ' ~ A ------- IQ I B I I I E a. ~ N U") I a, -::.::_ st N '---<O 0 en " " z 0 ;::: <( 0 -er: er: I <( _'.::!- "' en " 0 / 0 <( u O'> 0 / N " V, 0 .c Q_ C: 0 >, C: 0 u en in I . ~ X ~ 9- 6" ROUND VALVE BOX FLOW SENSOR MAINLINE 1 MASTER CONTROL VALVE 12 16 (EXISTING -FOR INFORMATION ONLY) MASTER VALVE LOCKING VALVE BOX SCALE. N.T.S. 16" CONTROLLER STAINLESS STEEL PEDESTAL ITEM DESCRIPTION AB 2" CONDUIT -STATION WIRING C 1" CONDUIT -COMMUNICATION D AC POWER CONDUIT E MOUNTING PAD 1" CONDUIT -SENSOR WIRING 28" X 28" X 8" MIN. CONCRETE PAD WITH BEVELED EDGES 35" TOTAL WITH TOP CLOSED F G EXTERNAL ANTENNA GROUNDING ROD PEDESTAL MOUNTING NOTES: 1)CONTROLLER SHALL BE RAIN MASTER EVOLUTION DX2WITH FLOW, RADIO, AND LOW PROFILE ANTENNA.2)FLOW SENSOR SHALL BE RAINMASTER MODEL FS-BXX. 4 CONTROLLER 12 16 (EXISTING -FOR INFORMATION ONLY) FLOW SENSOR MASTER VALVE DOUBLE CHECK ASSEMBLY I 30" 1.5" TYP. io---1 4. 5 "'--,!---oi f: ' ® 0 1® T 14"@) ' © 11. 5"/ l�0-·-�/_F_RO_N_T_· _, ��!---'� © @ © lo-----16" __ __.. BOLT AND CONDUIT LAYOUT 20" (4).5" DIABOLT HOLES SCALE: N.T.S. l BALL VALVE (LINE SIZE) 7 ;>----------< 3" � MIN____,__,,,.•-� MIN.TO CONTROLLER C°' PE-39 CABLE -e-- - -➔3" MAINLINE 7 I 12 16 NOTE EXl�TING WATER _J METER (2"), STATIC PRESSURE= 80 P.S.I. POINT OF CONNECTION/ WATER SERVICE (EXISTING -FOR INFORMATION ONLY) CONTRACTOR SHALL DESIGN AND INSTALL IRRIGATION SYSTEf,I IN COINFORMANCE WITH THESE DETAILS. SCALI:_: N. r .S. HEAT BRAND VALVE BOX, SEE SPECS QUICK COUPLER IN VALVE BOX WITH LID FINISH GRADE QUICK COUPLER DETAIL HEAT BRAND VALVE BOX, SEE SPECS PVC PIPE & FITTINGS UPSTREAM OF THE IS OLATION VALVE TO BE THE SAME SIZE AS THE MAINLINE. ISOLATION VALVE SAME SIZE AS REMOTE CONTROL VALVE. DRAIN ROCK MIN. 3" DEEP SCH. 80 NIPPLE BRICK OR CONG. BLOCK, TYP. SCH. 40 F/F THREADED ELL SCH. 40 M/S ELL. 3/4" IPS FLEX PVC HOSE GLUED TO ELL'S SCH. 40 M/S ELL. SCH. 40 TEE OR ELL., TYP. MAINLINE OR LATERAL LINE #4 REBAR ST AKE SCALE: N - S ------A-----SCH. 40 TEE OR ELL., TYP. 'f-:i, --cl_�c .. -..'1 1,,-1------,,I �-""'• 1--"I"' -Isl ,cc-=-.:, ,-rr-; -""! ......... ,,'I -, ___,_'I ''-.-""'-' -· I ,-- I -1 . I . _, -1 I -1-- ' . ::.--::1 • l=I 1 _ i l'"-TTT-I '.:,, · __ : ,·:':-��,·1T==· I 1-0';: -1 MAINLINE �------------SCH. 80 COMPRESSION UNION 5 REMOTE CONTROL VALVE 13 16 DETAIL t 24" MIN. DEPTH 8 IRRIGATION SLEEVE UNDER ROADS 13 16 DETAIL SCALE: N.T.S. ----GRAVEL PAVING SCALE: r,.T.S. 3 HEAT BRAND VALVE BOX, SEE SPECS [ 3"MIN. SCH 80 ADAPTER & FITTINGS TO BE SAME SIZE AS ISOLATION VALVE. I ISOLATION/ BALL VALVE _.,---VALVE BOX WITH LOCKABLE LID ----FINISH GRADE ----MALE ADAPTER/ REDUCER, BOTH SIDES MAINLINE GATE VALVE W/ WEDGED SEAL, EQUIPPED FOR KEYED OPERATION ....____ 4" MIN. DRAIN ROCK .._____ BRICK OR CONG. BLOCK '-----SCH. 80 COMPRESSION UNION BOTH SIDES 13 16 I DETAIL SCALE: NTS. 6 13 16 RISER HEIGHT (NOTE 3) HEIGHT VARIES 36" MIN. ,,, ROTOR ON RISER DETAIL STAINLESS STEEL HOSE CLAMPS (TYP.) \ J. I//} � GALV. RISER STRAPPED TO 6'-0" T-POST W/ HOSE CLAMPS ( 2 ) SCHED. 40 PVC STREET ELLS /2 18" SCI IEDULE 80 F'VC · 1/;1 (jJ fflAR_,Le.1\ P,pi;,MARLEX STREET ELLS (TYP.) PVC LATERAL LINE (UV) NOTES 1.WRAP ALL THREADED FITTINGS W/5 WRAPS OF TEFLON TAPE.2.SWING JOINT SIZE SHALL BE SAMESIZE AS VALVE BOTTOM INLET.3.MINIMUM RISER HEIGHT.3.a. UPLAND -18"3.b. ALKALI -36"3.c. RIPARIAN - 5 FEET SCALE: NTS. 9 IRRIGATION TRENCH 13 16 DETAIL SCALE: N.T.S. V) 0 0 uu'" Q. ro N n 0 N "0 "v 0 N Q) VJ D .c [L C 0 >-, C 0 u en (I] 0 0 <D 0 "' 0 / X X X [' 0 /z C-8208-2 ;Jc, �------------------------�-�---�-----------------�--�---------------------------1--:;; VERIFY SCALE 0 1" ONE INCH BAR. ADJUST SCALES ACCORDINGLY. rESA � 550 WEST C STREET, SUITE 750 SAN DIEGO, CA 92101 OFFICE · 619 719.4200 WVWV.ESASSOC.COM BIG CANYON RE S TORATION PROJECT -P HASE 2A .[ IRRIGATION DETAILS 25 ';!-L-8 8_J r:D,::-E s:'."":�G::--:�E=iH-,N -so-Nr:D,::-RA-:,1,,,.N -F1s_c_HE-R1--------+----I-----------------.J.----i------c-1T_v_o_F_N_E_w_P_o_R_T_B_E_A _c_H __ �r--P--5-2_6_5 ___ s--,'f1---------12 �HE8CJJ8ciNOVO DAT� 24 2019 NO. DATE DESCRIPTION OF REVISIONS .,PPROVED PUBLIC WORKS DEPARTMENT SHEET 16 OF 16 ';!-'-----------------------------------------------------------'------------------'-'...;_;:;.;;.;.;.'-'-"-;;.__;;-'------.c;_'-=...;.---1. ___ ---' _________________ __,_ ___ ..__ ___________________ .__ _____ ___,/ RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. PIPE SIZE EQUAL TO FLOW SENSOR z <l'. l ::?: ~ ~ (.) I • ' I I ----SCH . 40 P.V .C. FITTINGS ~1 -:-,~:.:-"1:P"tJ"IL..:>.-llll--"-:i~;;J, ~' J--=-t---DRAIN ROCK UNDER ~-~aii,Q, ' ' I· I VALVES I -. I I 11-...---LINE FROM METER --- -1 . _j t l ~ © N LJ ) '1-- -1-' I I ,1 I_ I 2 13 16 . I . - ...----FINISH GRADE ,,---VALVE BOX WITH LOCKABLE LID ,,----LATERAL LINE ,,---REMOTE CONTROL VALVE WITH 18" COIL OF WIRE & MALE REDUCER ~-~~--nr ___ _L.,_---""'----7"'--,rn,,,_'----_. ~ SCH. 80 NIPPLE (S X T) • , )/~ISOLATION VALVE I 1. ,1•- I ! - -, -1 i-1 I,_ I /'_,/ WITH MALE REDUCER -(~_, ,,,.---SCH. 40 ELL. / , _,,,...--DRAIN ROCK MIN . 3" DEEP -1 _,.,.--,- ,,,,.---_----SCH. 80 NIPPLE ,,----BRICK OR CONG. BLOCK ,-!rl ~-r-,~,~-C"'-. .. t'-'~"'--~);-.• .~, :-.,--, _ __' __ i:><'.'-,-, _-'s-,.._'-.;:-· --1c=--,..'~'1:,_,ES9/F§'~=-'~=::::::-----SCH. 40 ELL. ' ' I I -==,===,,===~~--~~ -I ---- ,. 1-1 I, __ ! ' :-1' . -[ -.----------PIPE STAPLE ------F'O~=-~~=,=-----FINISH GRADE I ------------- -,-II-\ ~------LATERAL LINE I I r-., ,'..!. I 1 24" MIN . DEPTH i -- 'l l , -I ! Cl ----:~,-, -:::._-1-----CLEAN AND --i,=-==--~---.:4-____ COMPACTED BACKFILL TRACKING WIRE , 6" ABOVE PIPE I 1· ' - I - E E c,; '< 'D z 0 F <{ 0 Q'. Q'. -[ <{ N '/ ' <J> 0, '~ 'o / 0 <{ 0 (J) 3-