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HomeMy WebLinkAbout2.0a - Enterprise Rent-A-Car CUP - Plans (E) SIGNAGE CAMPUS DRIVE (E) SIGNAGE Attachment No . PC 4 - Project Plans TO BE TO BE DEMOLISHED N 39' 48' 15" E - 499.87' DEMOLISHED - - - - - - - - - - - - - - - - - _ — — — — t N 6' HIGH m ® CMU WALL o vW MONUMENT SIGN, 15' FRONT fir• P /� m MAXIMUM AREA SETBACK (E) CMU WALL N z I O CMU WALL TO BE O o DEMOLISHED 75 SQ. FT., S� �e N MAXIMUM HEIGHT p� DEMOLISHED 1 8 FT J� (N) CHAINLINK Q FENCE WITH /� 143'-4" (N) GATE 1,700 SQ. FT. 1,700 SQ. FT. (N) GATE 150'-8" I LANDSCAPE SIDE SETBACK COVERED 9w COVERED SIDE SETBACK v r n ^ PROVIDED DISPLAY PARKING DISPLAY PARKING PROVIDED PROPOSED 5,000 SQ.FT. \ II (N) CHAINLINK 27'-10" RENTAL FACILITY I I I FENCE WITH �'o 1 I I I N I v LANDSCAPE 0. 0 32 SQ. FT. (ONO / COVERED CMU m 00 WALLED REFUSE I 00 N EXISTING EXISTING N o I AND RECYCLABLE BUILDING I 9'-0" BUILDING � o TO BE (N) 6' HIGH STORAGE AREA O CO WITH LOCKABLE TO BE DEMOLISHED CMU WALL N LO 0N I ® I METAL GATES DEMOLISHED o 6 SQFT19,534 SQ.FT. vV bi Io19,52N O QQ N J p() J Ln ww 40'-0" w V Ln NORTH z `� I I I I I I z VICINITY MAP U I v °_-41 116 a II 6'1-- EXISTING BUILDING 07 O I I TO BE DEMOLISHED - � o I STACKED PARKING I I V 30,744 SQ. FT. _o m � > n � r � v II n J � I J v II v II so'-oI I 20-- "0" u II II 32 SQ. FT. r 318'-0" I COVERED CMU < < < / /FIRE LANE / / / / / / / L I WALLED REFUSE (E) ` ` ` ` ` ` < < < < < ` < < II AND RECYCLABLE ELECTRICAL O STORAGE AREA (E) CHAINLINK UTILITIES 130-'0" o WITH LOCKABLE FENCE WITH ^ O 1 - - - - ,p• u I- - L METAL GATES 200.00' LANDSCAPE I - \'-(E) CHAINLINK (E) TRANSFORMER N 39' 47' 12" - E 299.87' (N) CHAINLINK r FENCE TO BE FENCE WITH DEMOLISHED u LANDSCAPE (E) ELECTRICAL V UTILITIES h V (N) CHAINLINK FENCE WITH %4/ LANDSCAPE � V V u (N) CHAINLINK FENCE WITH LANDSCAPE (E) v PRODUCTION BUILDING v (E) CHAINLINK TO REMAIN in FENCE WITH (E) PRODUCTION V o 0 LANDSCAPE BUILDING N TO REMAIN v FUELING STATION V ADDITION (E) CMU WALL %4/ TO BE DEMOLISHED (E) CMU WALL V STACKED TO BE PARKING ^ DEMOLISHED V I V � 138'-0" CD r � I� 40 FENCE W THNK `O LANDSCAPE (E) CMU WALL < < < < < < < < TO REMAIN � (E) CMU WALL TO REMAIN TRUE NORTH 89-11 (E) CURB T1111 1111111111111O MATCH EXISTING 1111 11 0TO REMAIN IIIIIIIIIIIIIIIIIIINALL �15' FRONT *1 LSETBiiiiiiiiiiiiiACK PROJECT 400.00' BIRCH STREET NORTH ENTERPRISE NEWPORT i p i DLR Group CUP APPLICATION #: UP2014-025 (PA2014- 108) 10/20/2014 00 (E) SIGNAGE CAMPUS DRIVE (E) SIGNAGE Attachment No . PC 4 - Project Plans ` ` ` TO BE TO BE / / / DEMOLISHED N 39° 48' 15" E - 499.87' DEMOLISHED - - — — - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + (N) 6' HIGH V y F- i m ® CMU WALL o vw MONUMENT SIGN, 15' FRONT (E) CMU WALL (E) CMU WALL z rn MAXIMUM AREA SETBACK TO BE TO BE O DEMOLISHEDof 75 SQ. FT., DEMOLISHED N MAXIMUM HEIGHT (N) CHAINLINK I I FIE8 FT FENCE WITH /� 143'-4" (N) GATE 150'-8" II � (N) GATE 1,700 SQ. FT. 1,700 SQ. FT. Z' LANDSCAPE SIDE SETBACK COVERED COVERED SIDE SETBACK v I r ^ PROVIDED DISPLAY PARKING DISPLAY PARKING PROVIDED PROPOSED 5,000 SQ.FT. o �/ Q i 3 (N) CHAINLINK ca O ^ 27 -10 RENTAL FACILITY i I FENCE WITH � LANDSCAPE 0 _ 32 SQ. FT. C / 0010 ^ WALLEDCOVERED REF SE CMU 00 N EXISTINGEXISTING N I TO BE BUILDING I o g'-0" I AND RECYCLABLE I BUILDING I v (N) 6' HIGH STORAGE AREA S 3 o N WITH LOCKABLE TO BE DEMOLISHED CMU WALL METAL GATES DEMOLISHED V M I ^ N 19,526 SQ.FT. ® 19,534 SQ.FT. UJLd I Q^ N I I bo ILL I I Q V o w� L 40'-0" L V II Ln NORTH Z ``^ I I I I Z VICINITY MAP v °� I ^ a II 6.1 I I EXISTING BUILDING m TO BE DEMOLISHED � o I I STACKED PARKING u 30,744 SQ. FT. o K 0 A ^ � r � v II L � W u II I ^ v II 20-0" 60'-0" I I I ^ u II II 32 SQ. FT. 318'-0" COVERED CMU / / / / / / / // / L II WALLED REFUSE (E) ^ ■ ` ` < ` < < < < < < < ` \ ` ` \ ` AND RECYCLABLE ELECTRICAL FIRE LANE A II STORAGE AREA (E) CHAINLINK UTILITIES - O 130-'0° 1 WITH LOCKABLE FENCE WITH ^ _ + 21 11— METAL GATES 200.00' LANDSCAPE F — — — — ^ FENCE TIOLBE V (E) TRANSFORMER N 39° 47' 12' - E 299.87' (N) CHAINLINK FENCE WITH DEMOLISHED u LANDSCAPE (E) ^ ELECTRICAL v UTILITIES 4500 CAMPUS DRIVE Easements ^ ALLOWABLE/ QWater rights, claims or title to water, whether or not disclosed by the public records. (N) CHAINLINK ^ REQUIRED PROPOSED FENCE WITH �/ 2. An easement in favor of the City of Newport Beach for the waterline purposes per LANDSCAPE document recorded September 30, 1960, Book 5442, Page 417 of Official Records Gross Floor Area n/a 8,400 (Applies to entire site) 3Q. An easement for ovigation purposes in favor of the County of Orange per deed Floor Area Ratio 0.5 0.058 recorded March 17, 1964 in Book 6965, Page 721 of Official Records V 4. An easement for pipe lines and pole lines in favor of the Irvine Company reserved in document recorded in Book 7123, Page 308, of Official Records v (N) CHAINLINK Building/Lot Coverage n/a 5.80% 5Q. An easement and right of way in favor of Southern California Edison Company for FENCE WITH underground electric facilities and incidental purpose per document recorded in Book (E) v LANDSCAPE 7449, Page 692, of Official Records PRODUCTION Height 37'-0" 21'-4" ©An easement and right of way in favor of Southern California Edison Company for BUILDING V underground electric facilities and incidental purpose per document recorded in Book 7623, Page 929, of Official Records TO REMAIN L o(E) CHAINLINK I Front Setback 15'-0" 50'-0" FENCE WITH (E) PRODUCTION It o OAn easement for drainage purposes as delineated or as offered for dedication, on the LANDSCAPE BUILDING N N Parcel Map recorded in book 60, page 22 of Parcel Maps. TO REMAIN ®An easement in favor of the Pacific Telephone and Telegraph Company for Landscaping n/a 11.4% underground telephone, telegraph, and communication facilities and incidental purposes per document recorded in Book 13672, Page 1946 of Official Records FUELING Paving n/a 82.7% 9Q. Covenants, conditions and restrictions in the declaration of restrictions but omitting STATION V any covenants or restrictions, if any, including, but not limited to those based upon ADDITION race, color, religion, sex, sexual orientation, familial status, marital status, disability, (E) CMU WALL handicap, national origin, ancestry, or source of income, as set forth in applicable TO BE Parking 20 55 TOTAL state or federal laws, except to the extent that said covenant or restriction is DEMOLISHED STACKED (Includes 31 stalls permitted by applicable law. Recorded March 4, 1994, Instrument No. 94-0158292, of (E) CMU WALL �/ TO BE PARKING 4361 Birch Street) Official Records n - DEMOLISHED Signage 194.58 x 1.5 s.f=291.88 s.f. 196 total s.f. QO Easements, covenants and conditions contained in the deed from The Irvine Primary Frontage 75 s.f. maximum sign area 72 s.f. maximum sign Company Michigan Corporation, as Grantor, to Knoll-KW, a California General Partnership, (West Elevation) per sign area per sign as Grantee, recorded March 4, 1994 as Instrument No. 94-0158293 of Official Records. It 138'-0" v Signage 50% x 291.88 = 62 s.f. sign area Q Easement as condemned by Final Decree of Condemnation,Superior Court of Orange Secondary Frontage (North 145.94 s.f. County for Street and highway purposes per document recorded as Instrument No. it and South Elevations) 97-139596 of Official Records I (E) CHAINLINK r 'Co L FENCE WITH Contact Robi Ann Sales 626-204-5717 if1 LANDSCAPE DLR Group Q2 Easement as condemned by Final Decree of Con dem nation,Superior Court of Orange ` County for Street and highway purposes per document recorded as Instrument No. (E) CMU WALL < < < < < < < < < < < < < < < < < < 97-139596 of Official Records TO REMAIN /(E) CMU WALL / TO REMAIN TRUE NORTH Easement as condemned by Final Decree of Con dem nation,Superior Court of Orange I Po for Street and highway purposes per document recorded as Instrument No. 97-139596 of Official Records q 11 89_11 (N) CMU WALL TO CMU WALL 815' FRONT (E) CURB 11 111111TO MATCH EXISTING TO REMAIN SETBINNACK PROJECT ® Easement as condemned by Final Decree of Con dem nation,Superior Court of Orange I 1 111111 INN11 11 County for Street and highway purposes per document recorded as Instrument No. 97-139596 of Official Records 400.00' BIRCH STREET I NORTH ENTERPRISE - NEWPORT SITE PLAN 10/20/2014 i i 7A DLR Group4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 � 00 Attachment No. PC 4 - Project Plans 194'-6" 53'-6" 87'-6" 53'-6" AVP AP RELATIONS HP ADMIN A N RBN SNA RRM 15'x12' 12'x12' 12'x12' 12'x12' 12'x12' 15'x12' 180 S.F. 144 S.F. 144 S.F. 144 S.F. 144 S.F. 180 S.F. DATA CO STORAGE CREDENZA TORAGE 8-6"x5'6" 8'x5'-6" 15'x14' CUBICLES 47 S.F. 210 S.F. 15'x14' 44 S.F. CONFERENCE BREAK ROOM ROOM 210 S.F. STORAGE 18'-6"x13'-6" E64 PRINTER/COPY 19'x13'-6" 250 S.F. 6" CENTER 607'.6 256'-6" S.F. RBM RBM 10'x10' 10'x10' 100 S.F. 100 S.F. N COVERED DISPLAY PARKING COVERED DISPLAY PARKING n WOMEN'S 31 FeF MEN'S MOTORCYCLE EXOTICS 27'-6"x23'6" 27'-6"x23'-6" 546 S.F. 546 S.F. SHARED LOBBY 30'-6"x6' 183 S.F. PROJECT NORTH SCALE: 1 /8"- l '-O" �O ENTERPRISE J� NEWPORT PROPOSED FLOOR PLAN nterpris _ 16 . DLR Group 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 Attachment No . PC 4 - Project Plans 194'-7" STOREFRONT WINDOW SYSTEM METAL CLADDING ARORCYCL Nil , 1 9w- iiiiiiiiiiiiiiiiiii RENTAL „ ff N EXTERIOR PLASTER N ROLL-UP SERVICE DOORS M (AT THE DISPLAY PARKING) FH ■ 15'-2" TYPICAL 20'-3" 17-6" 18'-0" WEST ELEVATION "0000 00 O O N N cV N m J FINISH GRADE SOUTH ELEVATION EQUIPMENT SCREEN PVC ROOF WITH INVERTED "V" EXTERIOR PLASTER cV I EAST ELEVATION STOREFRONT WINDOW SYSTEM SCALE: 1 /8"= V-011 ENTERPRISENEWPORT PROPOSED ELEVATIONS i p i DLR roup 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 9266010/20/2014 00 Attachment No. PC 4 - Project Plans W. /u PROPOSED BUILDING BEYOND E/ El Ll (N) 6'-0" HIGH CMU WALL NEW GATE 6'_8 C i O OCC 2 (014500 CAMPUS DRIVE 15'-10" 20'-0" DRIVEWAY 62'-10" 46'-10" IL CAMPUS DRIVE ELEVATION-NORTH END AL11- .1A AIA �I j PROPOSED BUILDING BEYOND NEW GATE (N) 6'-0" HIGH CMU WALL � L4Li L i / . . . . . . . . . . . . . . . . . . i CO)wi 11111111ii I 0 0 0 46'-10" 56'-6" 20'-0" DRIVEWAY 20'-4" CAMPUS DRIVE ELEVATION-SOUTH END SCALE: 1 /8"= V-011 ENTERPRISE - NEWPORT WEST ELEVATION � i p i16 DLR Group 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 Ell � � Attachment No . PC 4 - Project Plans CONSTRUCTION NOTES: CAMPUS DRIVE 03" THICK AC SURFACING OVER 6" THICK CRUSHED MISCELLANEOUS BASE (CMB), PER DETAIL 2 ON SHEET — - - - - - - - - - - - - - - - - - - - - C-7.0. o, O FIRE LANE. 4" THICK (2" CLASS C2 AND 2" CLASS B) AC 60 SURFACING OVER 6" THICK CRUSHED MISCELLANEOUS zo � w 4. BASE (CMB), PER DETAIL 2 ON SHEET C-7.0. G 00 co N o = c.A O3 CONCRETE CURB AND GUTTER PER SPPWC STD. 120-2 Z 4 9 G A A2-6(150). ]3,3 J3,3 ]313 ]3l3 13 , 1 , ,31 l31 ,31 J3 J3,3��3� O4 JOIN WITH EXISTING CONCRETE PAVEMENT PER DETAIL 1 .1 r 8'S B'S '`1 ELE CD O r 3 OCONCRETE V-GUTTER PER DETAIL 8 ON SHEET C-7.0. 3 ' m ' O7 8" CMU WALL PER ARCHITECTURAL DRAWINGS. cc w IW Dm o l 0 c C .c W W 11 n AC PAVEMENT THICKNESS TRANSITION PER DETAIL 7 ON SHEET C-7.0. X . 0 2 I �I < I O NEW GATE PER ARCHITECTURAL DRAWINGS. T .I l 9 BIW^ W � Z � o v 10 PLANTER AREA PER LANDSCAPE DRAWINGS. x x I` . I L ' m ' 11 CONCRETE CURB PER DETAIL 4 ON SHEET C-7.0. u I° . w r I� PROPOSED BUILDING rl SHEET NOTES: 0 IW W 0 • I I 1. REFER TO ARCHITECTURAL DRAWINGS FOR OTHER SITE 8 I I DIMENSIONS AND IMPROVEMENTS NOT SHOWN ON THIS �.I Cf) W I 1 I 1 m FIS W 10 ' DRAWING. r `I, " ` W l I •W 20 10 0 20 40 Z9.57' 8 28 78 ' 19. I' " cn GRAPHIC SCALE 2 I 11 I I I SCALE 1" - 20' w .I° ®, Im W • o 0 N c (O W (Q �Wf' . W -I I N I N f r W e W W Ir r IEl N h CD -U _ W CD ur - 10 IWI ' , wLL I N jyl ` Ou ) Wr p . W 8 .WWW ` W W WW . " . ` . ' WV . " . W3 W " . wW ` w ' W ° . W ` . W . ' w ' W " . ' W ` . ` W ' . WWyLL ' W ° W ` . WW ` . ` W " . ' ` w . W :. W . . . . . l 1"Q � W � W .pW W ❑... .. .. .. . LL 10W 9. W y W W . - � mo D 3 ENTERPRISE — n a m � z x NEWPORT SITE CONTROL 10/20/2014 DLR Group 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 PLAN 75 s - 0 - Attachment No . PC 4 - Project Plans CAMPUS DRIVE W < Z W 00 ^00 00 o � N W z � 49.35 TG < z 5 TG 50.69 TG �3 3 31 , 31 , 31 3,3 9313 ]3,3 313 v tz 50.49 FS a's e•s a's es e•s es a•. 3 - - W ,. . W W� WNW W ^ J3,3 Wm w ❑ W O G v J 1 W 1 Z z N <® / n O o 49.66 TG _ z - - - - - - - - - - - - - - - - - - �z} - - _ - - - - - - - - - - - - - - -49.53 TCO E ` 49.Z$ T WIW--WTt - - - -® - - - - - - - - - - - - - - - - - - r X0. - - - - - - - - - - - - - - - - - �� o I II I o IW � WIWWW . W I UT dl- - -�T- - - - - - - / / n C / I my 50.95 FS 0.53 ° ao ^ 50.56 I £ p / W W O 6 FS < m -IW � B � 3% I cm WcW WWWW 0.10% m m 1 51.00 0 1 j WIW 0 0100% m �¢� / ly 9 0.77% I O N W W I .IW W W W W \ I \ I / / / W WI IWn < Z .-O n o W t W % % ' \ I 50.66 FS- � I 50.98 FS c $� � 0.98 FSO� W I I. r O WIW . Sze - / 0.78% 0 51.50 - - 7- - � 1% 50.50 F 00 W I \ 00`x° � I 1. 2 °�`' I / / `S I I W W TCO / < �' ,F I- 50.49 T� /50.72 FS W I m 3q w� � . a 50.73 FS �0� I. o 1.03 TSO 5 .7 TCO 00 \ o 0 50.50 FS 50.70 FS I IW W V 5 00 CT � � IW W W W .C11 \ 52.00 � 00 . � � r\\ 0 5 0 � � \1oN % 50.77 m J Cn n I' ° I 1 1�� 0.3 ° 50.39 TCO I R . ° m I mW W I IW1 \ I 0. � ° �" g01%% \ I I s 1 WI. ? 50.9 F IIW , "IW " WWW q GB - ' QB GB o W I IW W 0 / . 00 .91 TCO 00% 50: FS 0:o4 43% 50.53 TCO W52.5 p °° 0%/ . \4,/ 00 ���°/. \� � �° 5 � Im o�0°1° / s�,xt W WiIWW �� 50.50 I Y.�" ! . R� \50.97 n I 50.77 FS % I Im \ / \ y/F� I cyl ° v° w I I m W W \ Im 31 � LLIWyWWW 51 0 \ 8S9 a� I� 2% 6� r1N2% / O'N % l0 rz I U0 50.41 TP\` . cNv 0�. Op �' N�00. o TG b� cn SWI 0.35% 0 `%F` c 9 0 0 ? I I \ 0.4 p 1.02 50.89 FS \ I 59 TG '- C61 "IW r0 n °FiIP W O w p WjW n n 5 W I 50. 8 FS 50.90 FS W W W I I 9 TC o w 53.12 FS < 53.98 FS-" iS o "-� I N �� WIWr . ° WI so N � -11rW _ M I 3 I Icyl s� Wr . W . ' sp I W IWwW . W . s�po 3 w �W �3 I w W 53 so 1WWWWWW� W-� W I W I S 1Wwh W 0 EIEC M O. y+1W W W y W n 1 WWWW M I CD �W � WWWW M IWW M oo . � W T W 52.47 TG o � WLW . W -UT- - - - - - - - - - - - -U T- 52.50 mW� m - - - - - - - - - o L ` WM `� - - UT - - f- - - - - - UT- W 00 In Wo m 20 10 0 20 40 jW � WWW I �� I I 53.22 FS W � . cnN SWI WWWai° m W W � 52. TCO �v "� 5 04 FS n X GRAPHIC SCALE .42 WF 52.27 FS . . ° - W . S I SCALE 1" - 20' GB y �52.tfi TCO W ' W .a� W W W W 1 W W W W S�W W CD � W � 0 4% WW W W W W W W W } W W p 0 51.87 TQC . TW E: jW W W W W W W W W W W W �2•V y�OJ W 52.50 1 WT 52° TC W W _ N 39°4712" E 499.87 W5 11W T �W W 52.50 W 52 TAW 2:81- TGG- W W W W W W 53�ODTCO W WIW a a � m r m n m n W T z am nn O D o = zM � n W Cn z� cn r O = in FT T 4. £ ENTERPRISE - P . BEACH SITE GRADING E 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 PLAN DLR Group 111 s 00 57 Attachment No . PC 4 - Project Plans CONSTRUCTION NOTES: STORM DRAIN : PO w 34 38 37 CONNECT TO IRRIGATION O1 INSTALL 12"X12" CATCH BASIN 34 32 LINE. REFER TO 7 O2 INSTALL SDR 35 PVC PIPE. SEE PLAN FOR SIZE. LANDSCAPE DRAWINGS. co cc 5 4 37 31 8 39 37 40 22 6 8 6 5 < CD A O3 INSTALL CLEANOUT. /_0 - - 3 W 131 W 1 1 7313 ]3l3 ]33 - 4 6 < O4 TRENCH DRAIN. J3,3 INSTALL 24 X24 OVERFLOW CATCH BASIN N " - - ,, , m - 3 6O RECTANGULAR CURB OPENING. ❑ 2 A __ < o 10"SD T �" INSTALL 4"X14" P =.=W — —®_ - - - - - - - - - - - - - - - - - - 6 — = — < - � - - - - - - - - - - —� - - - A — - - - - - - - - - - - - - - - - - - �z - - - - - - - - - - - - - - - - - - - - - - EE — PARKWAY DRAIN PER APWA STANDARD n .I ❑ — - - - I 6 - - - 0 0] I U I 3 I 9rn O PLAN 151-2. -uT - �IT- - uT;i 1� vi 23 I I m p < 10 31 35 I N < I O8 PLANTER AREA TO BE USED FOR BIOINFILTRATION AREA c c Wb. Iw m PER DETAIL 5 ON SHEET C-7.1. I O9 INSTALL 12„X12 OVERFLOW CATCH BASIN. 21 II 36 CD w� y 10 INSTALL FRENCH DRAIN. SEE PLAN FOR SIZE. cn co WI W I x— x— x— x—x — — — — — — — I I — — — — x—x—x—x—x I y ,I IW o SEWER: T � ' II .I m I I .I I. 3 A r - - UT - - � CONNECT TO BUILDING SEWER LINE. COORDINATE AND ` MATCH LOCATION WITH THE BUILDING PLUMBING 3 I W I C 3 2 1 6 DRAWINGS. PROVIDE REDUCING FITTINGS AS REQUIRED TO 3 I rl MATCH SIZE OF BUILDING CONNECTION. Ln — 8"SD / — — — — — — — 8 II 22 CONNECT TO EXISTING SEWER LATERAL. CONTRACTOR TO W POTHOLE & FIELD VERIFY EXACT DEPTH OF (E) SEWER SWI �° I I W r MAIN LINE PRIOR TO ANY TRENCH WORK FOR NEW LI I I © E 1 mW 2 ' LATERAL. 6 � I o I I I Cf) I IW . W 23 INSTALL SDR 35 PVC PIPE. SEE PLAN FOR SIZE. o "I MI I M 2 3 3 w Ily . WATER: 9 31 INSTALL 4"0 AWWA C900 PVC, PRESSURE CLASS 200 6"SD � (DR14) POTABLE WATER LINE. LL �W 1 2 .I " W " I . . 32 INSTALL 2"0 COPPER TYPE L IRRIGATION LINE. o CONNECT TO BUILDING DOMESTIC WATER LINE COORDINATE W 9 I I N O AND MATCH LOCATION WITH THE BUILDING PLUMBING w I I I I I SIF wo DRAWINGS. PROVIDE A REDUCING FITTING AS APPLICABLE. I I I w mW IwI A 34 CONNECT TO EXISTING WATER LINE. COORDINATE AND N I I I ° W VERIFY LOCATION IN THE FIELD. VERIFY POINT OF L LT .I I W W W I N CONNECTION PRIOR TO CONSTRUCTION/INSTALLATION OF o �I I 6 00 - NEW WATER SYSTEM. 3 I W I I I I 35 INSTALL 6"0 AWWA C900 PVC, PRESSURE CLASS 200 co (DR14) FIRE WATER LINE. J�3W W I 36 CONNECT TO BUILDING FIRE WATER LINE. COORDINATE WITH AND MATCH LOCATION WITH THE BUILDING PLUMBING w DRAWINGS. PROVIDE A REDUCING FITTING AS APPLICABLE. I . . ` W ' I I ���� I ❑ 1 8 w ` . ylw W I 37 INSTALL CONCRETE THRUST BLOCK. M I 38 INSTALL 6" DOUBLE CHECK BACKFLOW PREVENTER 1 - ASSEMBLY WITH FIRE DEPARTMENT CONNECTION PER J - I . AMES 3000 SS OS&Y, WITH TAMPER SWITCHES . WW I I I I A I - CONNECTED TO FIRE ALARM. I I I 6 I 9 r 39 INSTALL 4" REDUCE PRESSURE PRINCIPAL BACKFLOW W LL PREVENTER CLA—VAL MODEL RP-4. INSTALL 2" REDUCE PRESSURE PRINCIPAL BACKFLOW —UT- - - - - - -UT- - - - - - - - -UT_ - 3 �W PREVENTOR CLA-VAL MODEL RP-4. - - fi —UT- - - - - 2 CIC N n 'J � iWWW . 6 3 9 ” 6 6 6 WW , ° . 1 1 X 11 6 wI CD a W WEo CW . N39°4712" E499.8T . � IE:� . d8 � � � y - - - - - 3 9 2 3 20 10 0 20 40 x > � > 0 GRAPHIC SCALE SCALE 1" - 20' b ENTERPRISE - F a n a m � x NEWPORT UTILITY PLAN DLR Group 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 10/20/2014 s -75 00 Attachment No - PC 4 - Project Plans NEW CONSTRUCTION/ EXIST AC 11 PAVEMENT PAVEMENT A C BASE COURSE 1'-0" REMOVE EXISTING AC AND REPLACE WITH NEW LOCATION THICKNESS CLASS THICKNESS TYPE GRADE 6„ PAVEMENT WIDTH AC PAVEMENT re Mp� R=1/2" (TYP.) iy A-A FULL DEPTHTACK COAT EDGE NEATLY SAWCUT NTC ELEV PER OOOO PARKING STALLS 4" 6CAB FINE •2" C2 12" PLAN " NEW BASE 2" 1 B y^,",�,�,�,.,.^= FS ELEV. PER COURSE EXISTING = PLAN BASE COURSE QI FS PAVEMENT O O O O V NEW BASE EXIST BASE �q�NS-to =III=1 1=III=_I : ° DIRECTION I NEW CC EXIST CC AC SURFACING b c O O O PAVEMENT PAVEMENT CLASS C2 AC SURFACING #4 BAR CONTINUOUS 6 8 9-1/2 2 JOIN EDGE NEATLY SAWCUT CLASS B PROVIDE J" EJ TWO COATS OF NOTES: II = _ 12 8 11 Q SURFACE SEAL _ � (3: 12 BATTER) 0 O O a III. io 1. PROVIDE 8" MIN DIAMETER FOR CAB COMPACTED TO — — STENCIL. 95% RELATIVE —' I SCARIFY AND RECOMPACT 1.67" COMPACTION. c TOP 12" OF SUBGRADE .45" AT TOP 2. STENCIL IN BLUE PAINT NEAR TO 95% RELATIVE APART 9" AT BASE _ _ _ _ _ _ _ ALL CATCH BASIN DRAINS TO NEW BASE EXIST BASE — — READ "NO DUMPING, DRAINS TO COMPACTION III=1 I I=1 11= I=1 I I=1 I =1 I I=1 I I=1 I I=1 I I OCEAN". NOTES: NEW AC EXIST CC CAB COMPACTED TO SCARIFY AND RECOMPACT 3. STENCILS MAY BE PURCHASED 1. PROVIDE 1/4" EXPANSION JOINT WITH PREFORMED JOINT FILLER AT ALL C-4 TYPICAL PLAN PAVEMENT PAVEMENT 95% RELATIVE TOP 12 OF SUBGRADE AT THE LOCAL COUNTY ANGLE POINTS AND THE BEGINNING AND END OF ALL CURVES. FLUSH TACK COAT COMPACTION. TO 95% RELATIVE BUILDING AND SAFETY OFFICE11 r FULL DEPTH COMPACTION AT 626-458-6390. 2. PROVIDE CONTRACTION JOINTS CONSISTING OF ONE INCH DEEP CUT SCORES AT 20' O.C. MAX UNLESS OTHERWISE NOTED BY SIDEWALK OR PAVEMENT REGRESSED JOINT PATTERN. INTO NEW BASE NOTE: TYPICAL SECTION A—A CONCRETE COURSE EXISTING 3. WHERE A WALK IS ADJACENT TO THE CURB, ALL JOINTS IN THE CURB SHALL PAVEMENT BASE COURSE LINE WITH ALL JOINTS IN THE WALK. T I I 1. FOR PAVEMENT JOINT REFER TO DETAIL 1 ON SHEET C-7.0. NEW BASE 1 EXIST BASE 4. CONCRETE, fc'=2500 psi ® 28 DAYS PER SSPWC. PoAVoEMENT JOINT DETAIL 2 ASCALE IoSPoHAL SCAE PAVEMENT DETAIL 3 oOTDUMPING SYMBOL 4 SCALE CONCRETE TO DETAIL 5 TRUNCATED TO SCALE PROVIDE 1/2"EXP. JOINT 1/2" C.I. INLETWITH BITUMINOUS FILLER OPENING WHEN ADJ. TO RIGID PIPE WHERE PAVEMENT/STRUCTURE FL OCCURS 0� (TYP.) � FLOW LINE 3–#4 BARS CONT AC PAVEMENT 6" ,2�I 6" 12" 12„ I IJi Lo NOTES: 0 0 0 0 1. USE 3/4" DIA. PIPE BAR SPACERS ASSEMBLED ON (2) 1/2" DIA. RODS WITH THREADS AND NUTS o 0 0 0 0 AT BOTH ENDS. I' III —I 1 r II —1 I I—III—III—III III=1 I I=1 I I I I 1=III 0 2. ALL METAL PARTS SHALL BE FIRE LANE NON–TRAFFIC PAVEMENT GALVANIZED AFTER FABRICATION NOTES: 3" CLR AND WELDING, AND BEFORE MAX 1/2" ASSEMBLING. (TYP) 8" 8" 8" SLOT TRANSITION/LIMIT LINE 1. CONCRETE, fc'=3000 psi ® 28 DAYS OPENINGS 3. FRAME AND GRATE SHALL BE SHOWN ON PLANS 24" SIMILAR TO ALHAMBRA FOUNDRY CO. LTD. SERIES MODEL NO. 1581 2'-0" OR BROOKS PRODUCTS, INC. OR MIN. APPROVED EQUAL. GRATES MUST AC SURFACING 8 CONCRETE V—GUTTER PLAN COMPLY WITH ALL ADA NOT TO SCALE TRAFFIC LOAD CAST IRON GRATE REQUIREMENTS. OPENING COVER & FRAME WITH 1/2" SLOT OPENINGS 4. GRATES SHALL BE OF iv VANDAL–RESISTANT Qooq, o M 2% MAX IN P.O.T. 6" 12" 6" oo ° °O o° cOo o 9 CONSTRUCTION WITH Y2' MAX o0 cfa 00 cd 0�$,, op,.n 0° O o0 FLUSH TRANSITION 2% MAX OPENINGS. °OO °00o�0�-� 0 °oo°O0.0.0 0°�0° o �c�o° o°�"''� _ IN P.O.T. TYP IN P.O.T. 5 FRAME AND GRATE SHALL BE °0°P0oOOba°o.0 8°t00 00000000 9A.0000 0° =111=III—III—III=1 TRAFFIC–RATED WHEN INSTALLED =III=III—III=III= 3–#4 # p IN VEHICLE, PARKING AREAS. CMB COMPACTED TO 95% EACH SIDE 00 RELATIVE COMPACTION. 4 X 14 RECTANGULAR OF OPENING 6 6. GRATE MUST COMPLY WITH ADA OPENING REQUIREMENTS. SCARIFY AND RECOMPACT TOP 6" OF 2 – #3 BARS (P-303) & (P-201) „ g" SUBGRADE TO 95% RELATIVE COMPACTION CURB 12"M I N 2 #4 ® 12" OC 2 6 7. PROVIDE 1/2" MAX z TYP BOTHWAYS FOSSILm GRID/OPENINGS IN GRATING IN (TYP.) FILTER a_ `� THE DIRECTION OF TRAFFIC FLOW. N INSERT x 1-1/2 < 8. INSTALL FOSSIL FILTER, KRISTAR, (800) 579-8819, FLOGARD Z MODEL OR APPROVED EQUAL. 00 9. PROVIDE "NO DUMPING SYMBOL" FLOW PER DETAIL 3/C-7.0. NOTE: 3 TYPICAL " 10. SLOPE ADJACENT PAVEMENT AT OVERLAP < .; . `O 2% MAX TOWARDS GRATE WHEN 1. THE UPPER 24 INCHES OF EXISTING GRADE BELOW PAVEMENT AREAS SHOULD PLACED WITHIN ACCESSIBLE PATH BE REMOVED AND RECOMPACTED TO 95 PERCENT RELATIVE COMPACTION. OF TRAVEL PER ARCHITECTURAL c 6" 12" 6" DRAWINGS. SECTION 6 CATCH HABASIN DETAIL 7 ALE oCToPAVEMENT THICKNESS TRANSITION 9 [RECTANGULAR SCALE NOT CURB OPENING ENTERPRISE SCALE NEWPORT ql MISCELLANEOUS 0 96DETAILS DLR Group 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 10/20/2014 s - Attachment No - PC 4 - Project Plans CONC. COLLAR MAY CLEANOUT FRAME & COVER IN PAVED AREAS, REPLACE BACKFILL WITH NATIVE OR BE SQUARE �A PER ALHAMBRA FOUNDRY CO. SURFACING 1" GREATER THAN IMPORTED MATERIAL OR PRODUCT NO. A-1240 FOR 12" 12" EXISTING IN KIND PAVED UNPAVED /,PER SPECIFICATIONS CIRCULAR 6" RISER OR A-1241 FOR 8" TOP OF CLEAN–OUT SECTION SECTION95% RELATIVE COMPACTION RISER OR APPROVED EQUAL MIN. MIN. ELEV. PER PLAN SURFACING SURFACING FINISH GRADE _z N FS ACCESS CAP 110 x 1/2" THICK FOR 8" AND NARROW UNSUPPORTED VERTICAL EXISTING �,�,�,�, � z 9-1/2"0 x 1/2" THICK FOR PAVEMENT WALLED TRENCH WIDTH N – - " 6 WITH 3/4 6 FINGER La cn w - z_ HOLE IN CENTER w 0 NOMINALPIPE NARROW N b\ a d a DIAMETER TRENCH WIDTH FRAME a s Q CEMENT–SAND SLURRY � cn – (INCHES) MIN. (INCHES) COVER o z OPTIONAL THRUST BLOCK °° : W A O z a CONSTRUCTION JOINT WHERE OCCURS °' Z N 3 18 z � w _ ° 4 18 PLAN PIPELINE g 18 m CONCRETE BASE AND z w WALL SUPPORT FOR DIAMETER OF RISER . . ., :.;_ ' a CONCRETE a 0 �=_ w TRAFFIC CONDITION " 8 24 BASE X _ I SHALL BE 6 FOR 6 _ 10 30 AND WALL cn o LINE AND 8" FOR ALL o SUPPORT 18 MIN. w 7) z o - B OTHERS. m FOR TRAFFIC Q O g v N 1/8 BEND <r CONDITIONS v w d p WYE INSTALL CAP & SEAL IF LOAw _ TERMINAL CLEANOUT INSTALL 0 J MAIN PIPE i� I PIPE IF IN—LINE CLEANOUT 6" 6" ~ U w z MIN. MAX. – ` Z zO a F – N Z PIPE ZONE/BEDDING: NOTE: �,� 0 w BEDDING MATERIAL SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, OR NATIVE 1. PAVEMENT FINISH SURFACE SHALL �` Q FREE–DRAINING MATERIAL HAVING A SAND BE A SMOOTH CONTINUATION OF EQUIVALENT OF NOT LESS THAN 20 ADJOINING PAVED SURFACE. MIN 9 NOTE: vP MIN 1. PROVIDE PRESSURE RESISTANT �Q UNDISTURBED EARTH GRATE COVER WHEN CLEANOUT IS �� SECTION B-B CONNECTED TO PRESSURIZED SECTION A-A UTILITY LINE ToREoNCHESECTION 2 CoLEGANOUT DETAIL SCALE TABLE 1 TABLE II NDS PRO SERIES CHANNEL DRAIN MINIMUM BEARING AREAS IN SQ.FT. FACTORS FOR Y2"EJ GRATE PART NO. 838 OR NOTES: SOIL TYPE SOILABEARINGWVALUES CONCRETE APPROVED EQUAL MAIN TEE 90° 45- 22 1/2' NOT TO SCALE INCREASING N TABLEREAS PAVEMENTSIZE BEND BEND BEND 1. GRATE MUST COMPLY WITH LOOSE SAND 500 PSF 4 WHERE AC PAVEMENT ACCESSIBILITY 6" 4 4 4 3 OCCURS � WHERE OCCURS REQUIREMENTS, VANDAL SOFT SANDY CLAY 1000 PSF 2 RESISTANT AND TRAFFIC 8" 5 7 4 3 RATED. ADOBE 1000 PSF 2 ° .. v '. ° 10" 9 12 6 4 da ° d 2. PROVIDE "NO DUMPING COMPACT FINE SAND 2000 PSF 1 A o STENCIL" PER DETAIL 3 ON ____ _ irm _ COMPACT COARSE SAND 2000 PSF 1 I — — I SHEET C-7.0. BASED ON 150 PSI W.W.R. PRESSURE &°•' III III I I SOIL BEARING LOADS OF 2000 PSF THE 3. INSTALL DEBRIS CATCH MEDIUM STIFF CLAY 2000 PSF 1 DEPTH VARIES BASIN WITH SEDIMENT FILTER d',' RATIO OF WIDTH TO HEIGHT SHALL NOT e 12" MIN. BAGS – PER EXCEED 1 1/2 TO 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SAFE SOIL ° e CATCH BASIN FILTER.COM, ANCHOR � °` BEARING VALUES AND SIZE OF BEARING AREAS. A ° e `O (714)401-7742. PART N0. ROD – TEES,PLUGS,CAPS & HYDRANTS. RGS304, BASED ON 2 FEET MINIMUM DEPTH OF COVER OVER THE PIPE. III III I;I III III JOHN@FOSSILFILTER.NET. °�8 6" 6" # 3 ® 18 O.C. 4. CONCRETE, fc'=4500 psi C� °. 7 , 7–#4 REBAR CONT. 28 DAYS sexi °d: . 19VA A DIRECTION OF A. < RESULTANT THRUST 4 A ' ° OUTLET PIPE WHERE SHOWN ON THE PLAN PLAN PLAN SEE PLAN FOR SIZE ELEVATION WYE :2 BENDS PLAN PL CROSS SECTION VERTICAL BEND " (SEE NOTE 5) SEE NOTE 6 t � � ROD NDS PRO SERIES CHANNEL DRAIN GRATE PART NO. 838 OR d I APPROVED EQUAL 8 dI I d p ° p O . . I PLAN (E) Fs I PLAN BLIND FLANGE OR PLUG AT I I—III—III—III . . ° — — - -I I I— END OF WATERMAIN N ELEVATION VALVES 2MIN 2% MIN ` d A. aSEE NOTE 6 GENERAL NOTES: °' d a PLAN PLAN 1. ALL ANCHOR AND THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED SOIL. N 2• MINIMUM ALLOWABLE WATER PRESSURE FOR DESIGN OF THRUST BLOCKS IS 150 PSI. BEARING OUTLET INV. CROSSES SEE NOTE 6 AREA INCREASE IN PRESSURE. i� =III=III=III=III=III=III=III=II PER PLANS °,. : OUTLET PIPE WHERE SHOWN 3. ALL CONCRETE USED IN THRUST BLOCKS SHALL ATTAIN 2000 PSI STRENGTH. A. ON THE PLAN d A 1 4 SEE PLAN FOR SIZE e• a ' e` d °° 4. ALL ANCHOR RODS SHALL BE REINFORCING STEEL AND A MINIMUM OF 1/2–INCH IN DIAMETER. ° 5. USE ANCHOR BLOCKS AT VERTICAL BENDS WHEN PIPE IS ABOVE OR BELOW GROUND. SIZE OF 6" 12" 6" BLOCK AND ROD SHALL BE AS SHOWN ON THE PLANS OR AS DETERMINED BY THE ENGINEER e IN THE FIELD. O d LONGITUDINAL SECTION 6. USE 30 POUND FELT TO INSURE COLD JOINT. F 7. CONCRETE SHALL NOT COME INTO DIRECT WITH ASBESTOS CEMENT PIPE. E PLAN TEES PLAN 8. FOR PIPE 14" IN DIAMETER OR LARGER ENGINEER IS TO SUBMIT CALCULATIONS. 3 TRENCH DRAIN DETAIL 4 TRUST BLOCK 5 BIO-INFILTRATION PLANTER AREA NOT TO SCALE NOT TO SCALE I NOT TO SCALE zPw NEWPORTENTERPRISE MISCELLANEOUS 46 DETAILS DLR Group 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 10/20/2014 s - 0 CAMPUS DRIVE Attachment No. PC 4 - Project Plans — 5-0" TREE SETBACK PROPERTY LINE 15-0" FRONT SETBACK ______________________-_____________-___________-___________-__v_______°_________-_____________-___----------------------_ - -------_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ------- ----- - ---------- --------- ---------- ----------- ---------- ---------- ---------- ---------- ----------- ---------- --------------------------- --- --- ------ --- -- -- --- -- -- --- -- -- --- - --------- - --------- --------- -- ------ ----- --- -- -------------------- ----- ------ ------------- - ---------- --------------- -------------------------- -------------------------- ------------- - ----- ---- -------------------------- -------------------------- -------------------------- ------------------------------------------------ - - ----- ------------ - -------- ----------- ---- ------------------- --- ------------------------ --- ---- -------------- -- --- - -- - - - - - -- -- -- ---- - -- -- -- -- --- - — -- - - - -- --- -- -- ---- - -- -- -- -- ---- -- -- --- - -- - - - - -- -- -- ------ -- -- -- ----- -- - - - ° ° ° ° o ° ° ° ° ° o ° ° ° ° o ° ° ° o ° ° ° ° ° o ° ° o ° o ° ° ° o ° ° ° o ° ° ° o ° ° o ° o o 0010, ° ° o ° ° o ° ° o ° ° o ° ° o ° ° ° OEM o v ---- °°°° ° ° ° ° ° Sr ° ° ° ° ° ° ° ° S� o ° ° ° ° o ° ° ° osrO o ° ° ° o o ° ° ° Sr o ° ° ° ° ° ° ° ° ° O S/' ° ° o o ° ° ° ° S/' ° ° ° ° o ° ° o ° Sr ° ° o ° ° O O o ° - ° o ° ° ° ° O O O O O O O O ° v v - - - - - - - - - - - - - - O ° v v v v PR PRIV V O ° O poo°Op ° O 000°°O v ° 30c,0 vV O °p000 V OOOOOp ° O 0°000 o°oo ° v v oo° 00 ° o0 o°°oo° °Oo°pO v o0 0°°p 0 00°O00 ° V °00000 ° ° PR PROPOSED RENTAL FACILITY 000000 PER ARCH. DWGS. ° PRO°o o v v °o°°oo o°000° v v O°000 0°00°°o v ' I00 00°o 00 0°oo v O 000°0 °O°°00 v O 000°p0 p0°000 v '0000 o°000° ° p0 O /1 .h °p0°°O ° (N) PLANTING AREA W/ CURB o�0000 ° ° (N) PLANTING AREA W/ CUR VIv PR PR °v v ° O V v v v ° � O 41 41 1 V O v A v v44 7 v v v v 00 ° ID LU ° Oo0°°0 PR 0000° J °v 00000 ��yy��yy.�y '0°000 } ° 0p0000 VV ® °0000 ° o° O° ` 0°po 0°p v '000'c O 00 W ° 00 00 00°00p 000 ° o 0o O0 O opOOo°. op OOOO ° oo 0 00°o�Oo A A Oop000oo °° 01A A pOpOo° vv °o °oo PR °0°100 v V 0000 PR 00000 0 °°° ° °°° ° O ° O ° (N) CMU WALL PER ARCH. DWGS, TYP. go o'0 o 001 ° o°°o° v 00° O v V7 O ° VI V O ° V ° v v O O V PR PARKING LOT LAYOUT PER ARCH. DWGS. PR v ° O O v v v v v v v v v v ° ° oo°Oo� v ° 00000 O v o°°oo 0000 °° Katherine V 00p00 °00p 000° V O0° 00 °p0p00 v o PR Spitz III PR °° ° °°o°°° ° ` Associates ° OpOOOO _ 00°00° ° l 0000°°° 000°0° ° Inc. \ o°°oo° v v o°000° \ 0000°o v 0 0o o°0 \ 00°00° v PIL 310574�ri0 °°°000 oo \ 01 00000° v I21]%27CJ OWi/M M 000°o 00 oo v Mwin od Rey,Ca 90M 0 0000 00 0000o0 0 ° W.W.W.16MU.COM v Oo0o000 °°O °o 0 °v oOooO° ,. V00 'o 0 0 00° v 0p00 Op v v O o0° v PR PR°00 °000 lvvLANDSCAPE (N) PLANTING AREA W/ CURB ARCHITECTURE (N) FIRE LANE PER ARCH., TYP. I°° v v 'v"YVV'v"Y 'v` VVV VVV VVVVVVVVVVVVV VVV VV'J V'v` 'v' V'l'YVV'v` VVVVVV V VVVV V 'YVVVVVV 'Y 'YV VV VV VV VV V 'YV VV ° M M M M M v PR v x v 9 PROPERTY LINE REFER TO SHEET L-101 FOR PLANTING LEGEND REFER TO SHEET L-200 FOR IRRIGATION PLAN (E) TRANSFORMER (N) CMU WALL (E) ELECTRICAL UTILITIES REFER TO SHEET L-201 FOR IRRIGATION LEGEND TRUE NORTH PROJECT Scale: %6" = 1'-0" NORTH ENTERPRISE NEWPORT BEACH PLANTING PLAN DLR Group 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 PLANT IMAGE REFERENCE Attachment No . PC 4 - Project Plans PLANTING SCHEDULE — TREES SYMBOL QTY. SIZE BOTANICAL NAME COMMON NAME REMARKS WUCOLS SHRUBS 1 [� PR 17 36" BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE STANDARD TRUNK FORM MEDIUM fic—7r M� 11 36" BOX MELALEUCA QUINQUENERVIA PUNK TREE STANDARD TRUNK FORM MEDIUM / Sr 12 36" BOX SYAGRUS ROMANZOFFIANA QUEEN PALM STANDARD TRUNK FORM MEDIUM y ® 4 24" BOX ARBUTUS UNEDO STRAWBERRY TREE MULTI—TRUNK FORM Lpty �r•`� •; �`� :; A] 10 24" BOX ARBUTUS UNEDO STRAWBERRY TREE STANDARD TRUNK FORM LOW 1 , AGAVE AMERICANA VARIEGATA DIETES BICOLOR LEYMUS CONDENSATUS 'CANYON PRINCE' VARIEGATED CENTURY PLANT FORTNIGHT LILY CANYON PRINCE WILD RYE PLANTING SCHEDULE — SHRUBS SYMBOL QTY. SIZE BOTANICAL NAME COMMON NAME REMARKS WUCOLS " Aa 9 24" BOX AGAVE AMERICANA VARIEGATA VARIEGATED CENTURY PLANT LOWS' v v v v v v v v v v v C..C.G.184 15 GCMAHONIA NEVINII NEVIN'S BARBERRY 36" 0CLOW vovov ovvvvo 1 vavovv vovvv � i v ovov vv ovov - 96 15 G.C. RHAMNUS CROCEA ILICIFOLIA HOLLYLEAF REDBERRY 36" O.C. VERY LOW 297 5 G.C. DIETES BICOLOR FORTNIGHT LILY SQUARE SPACING; 24" O.C. s - MEDIUM `r 1 °°°°°°°°°°°°° 480 5 G.C. HESPERALOE PARVIFLORA 'YELLOW' YELLOW YUCCA SQUARE SPACING; 30" O.C. LOW MAHONIA NEVINII RHAMNUS CROCEA ILICIFOLIA HESPERALOE PARVIFLORA 'YELLOW' ° ° ° ° ° NEVIN'S BARBERRY HOLLYLEAF REDBERRY YELLOW YUCCA 609 5 G.C. JUNCOS PATENS CALIFORNIA GRAY RUSH SQUARE SPACING; 24" O.C. MEDIUM J ) " 288 5 G.C. LEYMUS CONDENSATUS CANYON PRINCE CANYON PRINCE WILD RYE SQUARE SPACING 24 O.C. LOW i"ts J ,. , 't r . IK:1,, pl,y fj�laJl' `r • - til °0000°p00°0O°Oo0 n { �F. , ,.,1 dk ..' .f \ t ♦ ; J. 7A 320 5 G.C. MUHLENBERGIA CAPILLARIS 'REGAL MIST' PINK MUHLY SQUARE SPACING; 30" O.C. MEDIUM - __=_==_=_-=_-_- 1, 134 1 G.C. SALVIA GREGGII 'FURMAN'S RED' RED AUTUMN SAGE TRIANGULAR SPACING, 18" O.C. LOW ° r r V ?pr . -Jo .tib. ._ •:�. r is � JJ .Q � YT`.:'j s lll( �� ,y i�)IF �j "/ -"` e ' 4g€ . PLANTING SCHEDULE — GROUNDCOVERS JUNCUS PATENS MUHLENBERGIA CAPI LLARI S 'REGAL MIST' SALVIA GREGGII 'FURMAN'S RED' CALIFORNIA GRAY RUSH PINK MUHLY RED AUTUMN SAGE SYMBOL QTY. SIZE BOTANICAL NAME COMMON NAME REMARKS WUCOLS CO 5,J85 4" POTS FRAGARIA CHILOENSIS BEACH STRAWBERRY TRIANGULAR SPACING; 12- O.C. MEDIUM GROUNDVER emi�e /y /y fyy f /y fyy f�yy /y 4,68J SF s. •d - b • •- - 2,312 4 POTS LANTANA MONTEVIDENSIS TRAILING LANTANA TRIANGULAR SPACING; 12 O.C. LOW 00 00 Z010 SF R or pfi� S. z Katherine ` ` ', �' spitz , l Associates PLANTING SCHEDULE — VINES s 1't° ` r ;r 1 Inc. l ♦ r ' '..:.r. L`. PK 3105744160 PJc 310 574 4462 SYMBOL QTY. SIZE BOTANICAL NAME COMMON NAME REMARKS WUCOLS LANTANA MONTEVIDENSIS FRAGARIA CHILOENSIS 4212 1/2(7e Mems n11n�a Waer,,ea eoz92 TRAILING LANTANA BEACH STRAWBERRY w.w.w.GA1tr.COM - 35 5 G.C. DISTICTIS BUCCINATORIA BLOOD—RED TRUMPET VINE ESPALIERED; 15'-0" O.C. MEDIUM TREES VINE LANDSCAPE � �� t 1 � •A ARCHITECTURE It REFER TO SHEET L-100 FOR PLANTING PLAN01 f9�F of CA��Eo�a� _ I " 1W1W1dREFER TO SHEET L-200 FOR IRRIGATION PLAN eKJ� REFER TO SHEET L-201 FOR IRRIGATION LEGEND PLATANUS RACEMOSA MELALEUCA QUINQUENERVIA ARBUTUS UNEDO DISTICTIS BUCCINATORIA CALIFORNIA SYCAMORE PUNK TREE STRAWBERRY TREE BLOOD-RED TRUMPET VINE ENTERPRISE NEWPORT BEACH PLANTING LEGEND DLR Group 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 10/20/2014 00 IRRIGATION POINT OF CONNECTION; REFER TO NOTE"A" CAMPUS DRIVE Attachment No . PC 4 - Project Plans - - - - - - - - — T— - - - - —= — - - - - - - - - {�— - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —iri - - - - - - - - -- - - - - - - - IRRIGATION ON ROLLER; - 1 1 1 1 REFER TON TEB" 1 11111111111 � � � � 111 111111 IIIIIIIIIII = � � � � III 111, 111 11111111 I I � � � � III I I IIIIIIIIIII � � � � _ IIIIIIII I IIIIIIIIIII � � � � III 111111 IIIIIIIIIII � � � � 111 . 111111 III = PROPOSED RENTAL FACILITY I 1 PER ARCH. DWGS. III j II II III 1111 111 � 11111 � 1 III � II1111 11111111111 � I II I 1111 . 1111 11111111111 — 1111 1111 1 � IIIjl11 11 1111 . 1111 � 111j111111 1111 111 1111111111 1111 Illlll 1111111111 111 / 111111 LU 11111111111 } 111111111 11 � 111I111� Ji IIIIjl1111 � � � 111111111 II 1111 111 III7III111 II IIS V I I 11111111111 1111 11111 11111 � 1 � 1 � 1 11 � 1 � 1 � 1 � 1 � � 111j1j1111 I � II111 � 1 � 1 11111111111 11 � 1 � 111111 11111111111 1111 11111 j111 1 1 PARKING LOT LAYOUT PER ARCH. DWGS. 1 1 1 1 1 1 1 � 111i111111 1111 11111 1111111111 1111 111111 11111111111 11 � 11111111 1111 l 111111 11111111111 y ; l Katherine�erine 1111 111 11 1111 11 111 `til Associates Ph 310 574 4460 Inc. � Pn. 310 574 4462 42171/2 Gkrnoe Menus 1 1 1 1 1 1 1 1 1 1 1 Mum De!Rey,Ca 90292 W.W.W. Gk-L oum 11111111111 11111111111 1 1 1 1 1 LANDSCAPE 11111111 111111111111 ARCHITECTURE 1111 111111 (N) FIRE LANE PER ARCH., TYP. 1111111 11111 11111111111 1111111111 _ �pNDSCgpE- c�0 SPITZ q9 11111111111 � _ _� 1111 Jx as/ 666m � OF C PROPERTY LINE NOTE C: REFER TO SHEET L-100 FOR PLANTING PLAN NOTE A: MAINLINE AND RELATED IRRIGATION EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY.ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT TO BE WITHIN REFER TO SHEET L-101 FOR PLANTING LEGEND POINT OF CONNECTION SHALL BE DOWNSTREAM OF AN EXISTING IRRIGATION BACKFLOW DEVICE. VERIFY THE ACTUAL LOCATION,SIZE AND WATER PRESSURE IN PLANTER AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYPICAL. THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC REFER TO SHEET L-201 FOR IRRIGATION LEGEND INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO NOTE D: TRUE NORTH VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE NOTE B: HYDRANTS,ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. PROJECT CONTROLLER SHALL BE RAIN MASTER EAGLE PLUS MOD.#EGP16i-PSB INSTALLED IN A STAINLESS STEEL ENCLOSURE(SEE LEGEND FOR TYPE). FINAL LOCATION OF NOTE E: Scale: %6" = 1'-0" NORTH CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. n ENTERPRISE - NEWPORT BEACH IRRIGATION PLAN 00 DLR Group 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 10/20/2014 00 Attachment No . PC 4 - Project Plans SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS PR (TRI.) v HUNTER PROS-06-PRS30-CV POP-UP BUBBLER HEAD W/ MSBN-50Q BUBBLE NOZZLE, .50 (1 .0) 30 N/A N/A EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. TORO RGP-2-12 DL2000 DRIP TUBING W/ .5 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK IRR METHOD IRR METHOD DESCRIPTION — — — — — — TORO "LOC-EZE" FITTINGS WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING DRIP INLINE DRIP TUBING BUBB POP-UP BUBBLERS NO SYMBOL TORO ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "LOC-EZE" FITTINGS HYDROZONE HYDROZONE DESCRIPTION DA TORO T-YD-500-34 AIR/VACUUM RELIEF VALVE INSTALLED WITH A T-FTF16 COMBINATION TEE, INSTALL AIR RELIEF VALVE ASSEMBLY 1 SHRUBS IRRIGATED W/ INLINE DRIP TUBING INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DRIPLINE. USING AIR RELIEF LATERAL, 2 TREES IRRIGATED W/ POP-UP BUBBLERS CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV 3 VINES IRRIGATED W/ POP-UP BUBBLERS WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 0 LASCO 1/2" SCH. 40 PVC BALL VALVE WITH SLIP ENDS AND A LASCO MHT-102 3/4" MHY X 1/2" SLIP ADAPTER WITH A LASCO FHT-301 HOSE THREAD CAP FOR USE AS A DRIP TUBING FLUSH VALVE. SEE PLANS FOR LOCATIONS. INSTALL INSIDE A 10" ROUND VALVE BOX (OLD CASTLE CARSON #L-910) © EXISTING 1 1/4" R/P BACKFLOW PREVENTION DEVICE, PROTECT IN PLACE ❑V HUNTER ICV-101G-AS 1 " NORMALLY CLOSED, PLASTIC MASTER CONTROL VALVE ❑F RAIN MASTER FSB-100, 1 " BRASS FLOW SENSOR, WIRE TO CONTROLLER USING EV-CAB-SEN CABLE WITHIN A 1" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ►�� LASCO SLO-CLOSE SCH. 80 PVC TRUE-UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS, LINE SIZE ( HUNTER HQ-33DLRC QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX 0 HUNTER ICV-101G-AS (1 ") SERIES PRESSURE REGULATED, PLASTIC REMOTE CONTROL VALVE 1 HUNTER/TORO ICV-101G-FS (1") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY, INSTALL TORO T-ALFD10150-L, 1 " DISC FILTER AND SENNINGER PRESSURE SENNINGER REGULATOR PMR-MF-30 FOR DEMANDS LESS THAN 18 GPM. INSTALL ON THE DOWNSTREAM SIDE OF EACH DRIP RCV © RAIN MASTER EGP16i-PSB EAGLE PLUS 18 STATION CONTROLLER WITH INTERNET COMMUNICATIONS CARD (i CENTRAL), INSTALLED WITHIN STAINLESS STEEL ENCLOSURE AS PART OF CONTROLLER ASSEMBLY WITH QP-16 QUICK PAD ® HUNTER MINI-CLIK RAIN SENSOR, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER ❑E N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD AS APPROVED PVC PIPE 3/4" - 1 1/2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE — — AS APPROVED PVC PIPE 1 1/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL LASCO ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GREY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE WITH MOLDED THREADS. Katherine NO SYMBOL CHRISTY'S ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER Spitz AND SOLVENT CEMENT. PRIMER SHALL BE LOW VOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE LOW VOC, "GRAY-HEAVY Associates BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOW VOC, "RED HOT BLUE GLUE" CEMENT. USE DAUBERS SIZED AT LEAST Inc. Ph 3105714160 ONE HALF THE SIZE OF THE LARGEST SIZE PIPE BEING JOINED. He 4]17 21/2574 4462 1 (7ernoe A�ua Malu Del P4f,Ci 90791 NO SYMBOL AS APPROVED 11/2" SCH. 40 ELECTRICAL CONDUIT FOR CENTRAL CONTROL COMMUNICATION CABLE, PROVIDE COMMUNICATION CABLE w.w.w.Gk_"CDM PULL BOX AT A MAXIMUM OF 200 FEET ON CENTER, AT EACH FIELD SATELLITE LOCATION, AT EACH CHANGE IN DIRECTION. PROVIDE A 1/4" NYLON PULL ROPE WITHIN CONDUIT. PROVIDE A MINIMUM OF 18" COVER. LANDSCAPE NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) ARCHITECTURE NO SYMBOL 3M DBR/Y-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS INSTALL WITHIN SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD/EMITTER DRAINAGE. �pNDSCAP� NO SYMBOL K.B.I. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE WHEN RCV =oe�E sPlr1 �9PC� IS HIGHER THAN THE SPRINKLERS, INSTALL WITHIN SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD/EMITTER DRAINAGE. Y rn ~ NO SYMBOL CARSON VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND FLUSH VALES `P�r� of AND AIR RELIEF VALVES USE MODEL 708, 10 ROUND SHALL BE MODEL 910, 12" STANDARD RECTANGULAR. SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. REFER TO SHEET L-100 FOR PLANTING PLAN VALVE BOXES SHALL HAVE GREEN HDPE BODY AND GREEN LIDS IN TURF, GREEN LIDS IN SHRUB BEDS, AND TAN LIDS IN ROCK REFER TO SHEET L-101 FOR PLANTING LEGEND REFER TO SHEET L-200 FOR IRRIGATION PLAN MULCH. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. ENTERPRISE - NEWPORT BEACH IRRIGATION LEGEND DLR Group 4500 CAMPUS DRIVE, NEWPORT BEACH, CA 92660 10/20/2014 1675-14220- 00 (E) SIGNAGE CAMPUS DRIVE (E) SIGNAGE Attachment No . PC 4 - Project Plans TO BE TO BE DEMOLISHED N 39° 48' 15" E — 499.87' DEMOLISHED '1 I �1 - - - -_ --- _ - - - - - - - - - - - - - - - - � — — — — — — — — — — —'— — — — — — — — — — — — I- - til - - -�+ - Y A w N a (N) 6' HIGH m ® CMU WALL o vW MONUMENT SIGN, 15' FRONT (E) CMU WALL r m MAXIMUM AREA SETBACK �,) (E) CMU WALL Z I TO BE TO BE o (a 75 SQ. FT., DEMOLISHED DEMOLISHED � N MAXIMUM HEIGHT (N) CHAINLINK I I 8 FT Q FENCE WITH /� 143'-4" (N) GATE 1,700 SQ, FT. 1,700 SQ. FT. (N) GATE 150'-8" I LANDSCAPE SIDE SETBACK COVERED COVERED SIDE SETBACK v r ^ PROVIDED DISPLAY PARKING DISPLAY PARKING PROVIDED PROPOSED 5,000 SQ.FT. u (N) CHAINLINK 27'-10" RENTAL FACILITY i I FENCE WITH 7rN LANDSCAPE ha 0 ^ I I 32 SQ. FT. I I �/ N 0010 ^ COVERED CMU WALLED REFUSE I 0010 N EXISTING EXISTING N I BUILDING I AND RECYCLABLE I BUILDING I v TO BE (N) 6' HIGH STORAGE AREA O 3 0 '0 WITH LOCKABLE TO BE DEMOLISHED CMU WALL METAL GATES DEMOLISHED V I N 19,526 SQ.FT. 19,534 SQ.FT. I o N Q N I I I I I Q w POv Ln I 40'-0" o NORTH Z I �^ Oyl I Z VICINITY MAP I y I ^ a II 6•�O EXISTING BUILDING m TO BE DEMOLISHED � w I STACKED PARKING 30,744 SQ. FT. o o m , n � } u u 11 n Ld a I J II I n v II 20-0" 60'-0" I I - II 32 SQ. FT. 318'-0" II COVERED CMU / < < < < < < < < < < < < < < < < < < < < L I WALLED REFUSE (E) AND RECYCLABLE ELECTRICAL O STORAGE AREA FRE LANE O WITH LOCKABLE (E) CHAINLINK UTILITIES ^ 130—'0" FENCE WITH ,2• METAL GATES 200.00' LANDSCAPE v r — I — — — — — �(E) CHAINLINKV (N) CHAINLINK (E) TRANSFORMER N _ E 299 39° 47' 12' .87' FENCE WITH h FENCE TO BE DEMOLISHED u LANDSCAPE (E) ^ ELECTRICAL V UTILITIES n 4361 BIRCH STREET (N) CHAINLINK FENCE WITH ALLOWABLE/ LANDSCAPE � REQUIRED PROPOSED v Gross Floor Area n/a 12,205 1 v Floor Area Ratio 0.5 0.1 v (N) CHAINLINK FENCE WITH LANDSCAPE Building/Lot Coverage n/o 11% (E) PRODUCTION BUILDING V Height 37'-0" 16'-8" (E) CHAINLINK TO REMAIN in FENCE WITH (E) PRODUCTION v o0 C5 LANDSCAPE BUILDING N TO REMAIN V N Front Setback 15'-0" 85'-7" V Landscaping n/o 4.8% FUELING STATION V ADDITION Paving n/o 84.7% (E) CMU WALL TO BE DEMOLISHED E CMU WALL STACKED ( ) V PARKING Parking 31 Required parking TO BE DEMOLISHED V CampusDrive at Dry e n Signage 134 sq. ft. None I v rn 138'-0" V Contact Robi Ann Sales 626-204-5717 I (E) CHAINLINK DLR Group I� 0 V FENCE WITH / � LANDSCAPE TO R MAINCIVIL ALL [ [ \ (E) CMU WALL ATO REMAIN TRUE NORTH 89-11" (N) CMU WALL (E) CMU WALL �15' FRONT (E) CURB TO MATCH EXISTING TO REMAIN SETBACK PROJECT Z7 400.00' BIRCH STREET NORTH ENTERPRISE - NEWPORT SITE PLAN Fill i p i DLR Group 4361 BIRCH STREET, NEWPORT BEACH, CA 92660 10/20/2014 00 Attachment No. PC 4 - Project Plans 151'-0" ELECT.L I ROOM STORAGE MECHANICAL WORK ROOM BREAK ROOM ROOM II � I}Y PREP AREA CORRIDOR II II MEN II II MAINTENANCE BAYS ADMINISTRATIVE F = VESTIBULE WOMEN 0 o EXISTING CONSTRUCTION o TO BE REMOVED EQUIP. p o Z ROOM U � NEW K O U CORRIDOR CARWASH CARWASH CARWASH I II ADMIN TRATIVE a o ti SCALE: 1 /8"= 1 '-0" ENTERPRISE - NEWPORT PROPOSED FLOOR PLAN nterpris _ 16 . DLR Group 4361 BIRCH STREET, NEWPORT BEACH, CA 92660 ' ' ' Attachment No. PC 4 - Project Plans NEW OPENING METAL PANELS 0 I X X X X X 6 151'-0" 61'-0" NORTH ELEVATION WEST ELEVATION /— REMOVE WINDOW NEW OPENING 0 I in ro /i 00 X X X X / 10 � oo CONCRETE BLOCK SOUTH ELEVATION EAST ELEVATION CANOPY EXTENSION EXISTING CANOPY 63'-0" 0 I ❑ I o N GUARD POST ISLANo I I TOP OFD FUEL DISPENSER I ❑ VE3111 NORTH ELEVATION EAST ELEVATION (SOUTH ELEV. SIM) (WEST ELEV. SIM) oI N o w I I EDGE OF CANOPY z b w ABOVE ow 00 ¢ I I O�� IL J 00 NI O k/z V O_ PROJECT NEW FUEL DISPENSER NORTH NEW PIPE BOLLARDS SCALE: 1 /8"= V-0" FUELING STATION PLAN ENTERPRISE NEWPORT PROPOSED PLAN AND ELEVATIONS nterprise DLR roup 4361 BIRCH STREET, NEWPORT BEACH, CA 92660 Attachment No. PC 4 - Project Plans (E) BUILDING BEYOND (E) BUILDING BEYOND (N) 6'-0" HIGH CMU WALL TO (N) 6'0" HIGH CMU WALL TO MATCH EXISTING MATCH EXISTING IF - _.AL_ G ' 19'-2" 30'-0" 20'-0" DRIVEWAY 245'-0" BIRCH STREET ELEVATION-SOUTH END q (E) BUILDING BEYOND (N) CMU WALL TO MATCH (E) CMU WALL EXISTINGMOWN 4. LLLp 245'-0" 30'-0" DRIVEWAY 70'-0" BIRCH STREET ELEVATION-NORTH END SCALE: 1 /8"= V-011 ENTERPRISE - NEWPORT EAST ELEVATION DLR Group 4361 BIRCH STREET, NEWPORT BEACH, CA 92660 Attachment No . PC 4 - Project Plans D • D y . W W n n D W W TRASH • o . ' 8 ° W N CONTAINER 9. — — — — — — z o . o ° — �)— =may- 10 - - -�C- - - - - - - - - C, LT I NN W V m N O v O I � N � � I . / 3 NN 7 v� co CONSTRUCTION NOTES: y W / / U � 3" THICK AC SURFACING OVER 6" THICK CRUSHED Iie / 141.83 r I 37.77 - W I MISCELLANEOUS BASE (CMB), PER DETAIL 2 ON SHEET a D M D I C-7.0. o -< m / 2.90' 2.09' w � / O2 FIRE LANE. 4" THICK (2" CLASS C2 AND 2" CLASS B) AC m SURFACING OVER 6" THICK CRUSHED MISCELLANEOUS BASE (CMB), PER DETAIL 2 ON SHEET C-7.0. / I I O3 CONCRETE CURB AND GUTTER PER SPPWC STD. 120-2 Ii W I z - - - - - - - - - - - - - - - - - A2-6(150). lW o " n O JOIN WITH EXISTING CONCRETE PAVEMENT PER DETAIL 1 10 / ON SHEET C-7.0. l ° , w o \t\ -5- I I I ;u O TRUNCATED DOMES PER DETAIL 5 ON SHEET C-7.0. Q -71 EXISTING EXISTING BUILDINGI � I Icc w N U) i O CONCRETE V-GUTTER PER DETAIL 8 ON SHEET C-7.0. 1/1 1hTO REMAIN V71 N n I \ // N O 8" CMU WALL PER ARCHITECTURAL DRAWINGS. 10 O AC PAVEMENT THICKNESS TRANSITION PER DETAIL 7 ON � \ W1�3,39'° I I I W , • I EX TING°BUIL NG SHEET C-7.0. ` I I . . w I •�?• O NEW GATE PER ARCHITECTURAL DRAWINGS. O REIGIAI - - - - - - - - - - - - - - - - - � � `- Jo �,r N N 1 °° / 10 PLANTER AREA PER LANDSCAPE DRAWINGS. a f C" Ui CONCRETE CURB PER DETAIL 4 ON SHEET C-7.0. W PROPOSED I l I I l c ` CANOP m Ipl 7� 60.89 73.10 w NEW FUELIN A m''� wIWW L STATION Y ,� M 2 y SHEET NOTES: M 56.07' I �`- - - I 1. REFER TO ARCHITECTURAL DRAWINGS FOR OTHER SITE DIMENSIONS AND IMPROVEMENTS NOT SHOWN ON THIS DRAWING. — — — — — —E�Ec— — — — — — — -mac— — — — — — --EIEC— x c� ) it I Cn O CCD Imo . " I , I D I n N I . yAW I I � 17.63' 38.58' \ I" y . 20 10 0 20 40 N r 3 > i t 1 I h 97 \ < I I ' I GRAPHIC SCALE w W SCALE 1" - 20' 5� n � W . M � w W I' z I �� I � m I Ln -P, rLLy I co o -a o N m G7 CA W D I r � ,o r CD rTi n m • In C-) n m / H ITI < co c cn 0 y p W D s 91 W W . WW i .IW . W m . Ww "\�N �M L - -T- - �4 - J w — — — — — — , — — — — — p 8'S(VCP)— L — — — — — — — — — —O— — — — — — — — — B'SNCP)— _ — — — — — — — — — — — —8— — —B S(VCP)-- — — — — —8-S(VCP)— — — — — — — — — — — — — — - - —85(CP)—�— — — — — —<" — — 171 C W J co a co -P,8'S(VCP) W OJ N CD W O W O M N O] U cD Ot c0 01 O J N CD 01 N v CO Q O N v Cr ? J V co W V r n r n n 4 0 a n 3 2 a ENTERPRISE ' , II' • SITE CONTROL PLAN DLR Group 4361 BIRCH STREET, NEWPORT BEACH, CA 92660 10/20/2014 Z75-14220-00 Attachment No . PC 4 - Project Plans t.42 F GB 52.Lit n C, r TRASH • 52.160.14%CONTAINER 51 87 TC 52.50D °47'12" E 499.87' 52,50 ' . o W . . o r�TEI- — - - —� - - - c- - - - - - - - - - - - - - - U-Esc- - - -= II �� - - - Cn V O N J \ r �J TI � �� 00 � \ P c 00 0wo o \ �I . m M / - - AN \ . o T I" \ I • • I m \ - - - - - - - - - \ ® z / o U1 O \\ O J CD Lo 00 -0" •/ n w • 70 .. � I \ \ p � I � Iw c • O \ J 7U LnW w � . w S–Elft– – – �c – – _� – H. N N r rM �� ` Cf), I � � / ® �° I I � ; n t In � II � � y . W . I m Ipl • I . cn rn . I . . cn �/ I D I w 11�� -arc- - - - –EEEC– - — - moo- FFJ - mac- — - - I (� I \ CD � WWAW h ` z `V°'° n I I I D I n Cn z I I' Fr I W w O O y w W \ 7�1 ➢ - W � N y I O Drn /' ,' I I I CD r I" N Nm � _ oP0m � _U v o m W c Tl/ G7 N �F1E� W cc I w O N / / � D o r *r � r • • • • • r c7 /9 -71ETl m • (n C-) F7 rTl a . I .J–.– – – _ B• • WW � .I . . � n L *I . mL - - - W . w w Iw . W . . \.. . . . . Wy c"YWm� EJ . - -•5(VP)– ( _8"S )– — – – – – – . Z O – – –Cn� 20 10 0 \/ 20 40�O] � ru )W � O C- CD CO C), Ca O) O N W r 71 GRAPHIC SCALE SCALE 1" - 20' BIRCH STREET 0 ENTERPRISE a b F a n 3 2 NEWPORT GRADING DLR Group 4361 BIRCH STREET, NEWPORT BEACH, CA 92660 PLAN10/20/2014 Attachment No . PC 4 - Project Plans N 39047'12" E 499. - - '� o - - - a - - - - - ��- - - - - - - ` - - - — - - - ��- EIEC- - -MEc- - - - - - - - - -E�- - - - - - - - -��-EEc- - N N — — — — — I Nti I i CP CP N J vi Cn . I � : 6 ICD I . I C' N N CONSTRUCTION NOTES: W W � 76 N STORM DRAIN: 01 INSTALL 12"X12" CATCH BASIN ❑�< M > ca v W W \ \ I I I O2 INSTALL SDR 35 PVC PIPE. SEE PLAN FOR SIZE. 0 \ �3 INSTALL CLEANOUT. d ` • • N ^7/ o m O4 TRENCH DRAIN. I �rWWWW �fec I � • I � m I I w � W INSTALL 24"X24" OVERFLOW CATCH BASIN. • " LL (E) RODUCTION O RECTANGULAR CURB OPENING. y . W ® BUILDIP�G TO REM IN o "o o `"" ` W O INSTALL 1514"214" PARKWAY DRAIN PER APWA STANDARD W . . O . I W T I ��^� I I - BIOINFILTRATION AREA (E) PROD CT)QN I I PER DETAIL 5 ON SHEET C-7.1. 8 PLANTER AREA TO BE USED FOR 9 -- v BUILDING O w I O9 INSTALL 12"X12" OVERFLOW CATCH BASIN. /iii/- � EM IN Y I ' I ` � I I I 10 INSTALL FRENCH DRAIN. SEE PLAN FOR SIZE. o 6 A � I - W 7 W � WWw I I I I • I '�m ° . . W . I \ \ � I c„ W O -7110 -EUcn col " I N I 7 y ISN � I Cn Irrn pl // I I. 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PER COURSE EXISTING Z PLAN BASE COURSE o� J��4 FS PAVEMENT O O O O NEW BASE EXIST BASE '4'IVSTO =II I=1 1=III=_ :, ° P. T. DIRECTION NN I Q NEW CC EXIST CC AC SURFACING - a b c O O O PAVEMENT PAVEMENT CLASS C2 AC SURFACING #4 BAR CONTINUOUS 6' 8 9-1/2 JOIN EDGE NEATLY SAWCUT CLASS B PROVIDE " EJ TWO COATS OF NOTES: II_ = _ 12 8 11 a SURFACE SEAL _ � (3: 12 BATTER) O O a eIII. io 1. PROVIDE 8" MIN DIAMETER FOR CAB COMPACTED TO — — STENCIL. 95% RELATIVE —iii COMPACTION. SCARIFY AND RECOMPACT 1.67 .45" AT TOP ° 2. STENCIL IN BLUE PAINT NEAR c TOP 12" OF SUBGRADE TO APART .9" AT BASE NEW BASE_ EXIST BASE — — — — — — — — —E -111-- ALL CATCH BASIN DRAINS TO READ "NO DUMPING, DRAINS TO COMPACTION RELATIVE III=1 I I=1 I I=1 I I=1 I I III=1 I I III=1 I I OCEAN". NOTES: NEW AC EXIST CC CAB COMPACTED TO SCARIFY AND RECOMPACT 3. STENCILS MAY BE PURCHASED 1. PROVIDE 1/4" EXPANSION JOINT WITH PREFORMED JOINT FILLER AT ALL N TYPICAL PLAN PAVEMENT PAVEMENT 95% RELATIVE TOP 12 OF SUBGRADE AT THE LOCAL COUNTY ANGLE POINTS AND THE BEGINNING AND END OF ALL CURVES. FLUSH TACK COAT COMPACTION. TO 95% RELATIVE BUILDING AND SAFETY OFFICE FULL DEPTH COMPACTION AT 626-458-6390. 2. PROVIDE CONTRACTION JOINTS CONSISTING OF ONE INCH DEEP CUT SCORES AT 20' O.C. MAX UNLESS OTHERWISE NOTED BY SIDEWALK OR PAVEMENT REGRESSED JOINT PATTERN. INTO NEW BASE NOTE: TYPICAL SECTION A-A CONCRETE COURSE EXISTING 3. WHERE A WALK IS ADJACENT TO THE CURB, ALL JOINTS IN THE CURB SHALL PAVEMENT I BASE COURSE 1 FOR PAVEMENT JOINT REFER TO DETAIL 1 ON SHEET C-7.0. LINE WITH ALL JOINTS IN THE WALK. NEW BASE EXIST BASE 4. CONCRETE, fc'=2500 psi ® 28 DAYS PER SSPWC. PoAVoEMENT JOINT DETAIL 2 ASCALE IoSPoHAL SCAE PAVEMENT DETAIL 3 oOTDUMPING SYMBOL 4 SCALE CONCRETE TO DETAIL 5 TRUNCATED TO SCALE PROVIDE 1/2"EXP. JOINT 1/2" C.I. INLET WITH BITUMINOUS FILLER OPENING WHEN ADJ. TO RIGID PIPE WHERE PAVEMENT/STRUCTURE FL OCCURS o� (TYP.) � FLOW LINE SEE SITE CONTROL PLAN 3–#4 BARS CONT AC PAVEMENT 6 I 1 6» CURB WHERE 12" 12" OCCURS 1/4"R 1/4"R EDGE SIDE Lo NOTES: TURF WHERE _ T=4" THICK CONCRETE SIDEWALK 0 0 1. USE 3/4" DIA. PIPE BAR SPACERS OCCURS r � 1/2" MAX EJ (TYP) `O o o o 0 9 0 o Il ASSEMBLED ON (2) 1/2" DIA.C14 9 0 9 0 o bo 0 0 0 9 RODS WITH THREADS AND NUTS a <. AT BOTH ENDS. Q z 0 2. ALL METAL PARTS SHALL BE • 0 � � � 1—IIS ISI ISI 911 I 15-A-6 ISI III-III GALVANIZED AFTER FABRICATION –111-1 _ 11111-111-111-111- 3" CLR m AND WELDING, AND BEFORE =1I1=1II_ I1=111=III=111=III=III— I1=1II III=1II-1I1=1 ' . NOTES: (TYP) MAX 1/2" ASSEMBLING. #4®18 O.C. 8" 8" 8" SLOT SCARIFY AND EW TYP 1. CONCRETE, fc'=3000 psi ® 28 DAYS OPENINGS 3. FRAME AND GRATE SHALL BE RECOMPACT TOP 12" " " SIMILAR TO ALHAMBRA FOUNDRY OF SUBGRADE TO 95% 4 CAB RETO 95% RELATIVE TED 24 CO. LTD. SERIES MODEL NO. 1581 RELATIVE COMPACTION COMPACTION OR BROOKS PRODUCTS, INC. OR PLAN APPROVED EQUAL. GRATES MUST g CONCRETE V—GUTTER COMPLY WITH ALL ADA NOT TO SCALE TRAFFIC LOAD CAST IRON GRATE REQUIREMENTS. OPENING COVER & FRAME WITH NOTES: 1/2" SLOT OPENINGS 4. GRATES SHALL BE OF VANDAL–RESISTANT 1. PROVIDE EDGED CONTROL JOINTS 2% MAX IN P.O.T. 6 12' 6 CONSTRUCTION WITH Y2"MAX % MAX OPENINGS. 10' O.C. & EDGED EXPANSION 2 FLUSH TRANSITION IN 2P.O.T. JOINTS @ 30' O.0 PER DETAIL 3 FINISH GRADE IN P.O.T. TYP 5. FRAME AND GRATE SHALL BE SHEET C-7.0. SEE PLANS FOR CONCRETE PAVEMENT TRAFFIC–RATED WHEN INSTALLED SIDEWALK WIDTHS. 3–#4 # p IN VEHICLE, PARKING AREAS. #4 REBAR CONTINUOUS EACH SIDE an 2. PAVING SHALL HAVE A MEDIUM 4"X 14" RECTANGULAR OF OPENING 1 It 6. GRATE MUST COMPLY WITH ADA SALT (MEDIUM BROOM) FINISH ON a OPENING 6 <, REQUIREMENTS. ALL SURFACES LESS THAN 6% AND VIII 2 – #@ CURB ° 3 BARS (P-303) & (P-201) 2 8' 2 6 7. PROVIDE 1/2" MAX A SLIP RESISTANT (HEAVY BROOM) 1 12" MIN ® 12" OC FINISH ON ALL SURFACES GREATER II z 1 TYPN THAN 6%. REFER TO e . BOTHWAYS FOSSIL GRID/OPENINGS IN GRATING IN I1=1 I I1=1111 I1=1 (TYP.) FILTER a_ `� THE DIRECTION OF TRAFFIC FLOW. ARCHITECTURAL DRAWING FOR INSERT x PATTERN, COLOR AND TEXTURE. 8n o e N e c U 1-1/2" < 8. INSTALL FOSSIL FILTER, KRISTAR, 2–#4 CONT. a e as a. a is (800) 579-8819, FLOGARD 3. CONCRETE, fc'=3000 psi @ 28 z MODEL OR APPROVED EQUAL. DAYS PER SSPWC. SCARIFY AND RECOMPACT 00 TOP 12 OF SUBGRADE TO 9. PROVIDE "NO DUMPING SYMBOL" 4. PROVIDE 1/2" EXPANSION JOINT 95% RELATIVE COMPACTION FLOW PER DETAIL 3/C-7.0. WHERE NEW CONCRETE TYPICAL e WALK/PAVEMENT ABUTS ANOTHER OVERLAP 10. SLOPE ADJACENT PAVEMENT AT RIGID STRUCTURE. 2% MAX TOWARDS GRATE WHEN PLACED WITHIN ACCESSIBLE PATH 5. USE T=6" WHEN INSTALLED FOR OF TRAVEL PER ARCHITECTURAL VEHICLE TRAFFIC RATED PAVEMENT. 6" 12" 6" DRAWINGS. SECTION 6 CATCH BASIN DETAIL 7 CONCRETE SIDEWALK/PAVEMENT SECTION 9 RECTANGULAR CURB OPENING NOT TO SCALE NOT TO SCALE NOT TO SCALE ENTERPRISE - NEWPORT MISCELLANEOUS C-7.0 Page q6DETAILS DLR Group 4361 BIRCH STREET, NEWPORT BEACH, CA 92660 06/20/2014 Pv 75 , „ Attachment No - PC 4 - Project Plans CONC. COLLAR MAY CLEANOUT FRAME & COVER IN PAVED AREAS, REPLACE BACKFILL WITH NATIVE OR BE SQUARE �A PER ALHAMBRA FOUNDRY CO. SURFACING 1" GREATER THAN IMPORTED MATERIAL OR PRODUCT NO. A-1240 FOR 12" 12" EXISTING IN KIND PAVED UNPAVED /,PER SPECIFICATIONS CIRCULAR 6" RISER OR A-1241 FOR 8" TOP OF CLEAN-OUT CTION SECTION95% RELATIVE COMPACTION RISER OR APPROVED EQUAL MIN. MIN. ELEV. PER PLAN SURFACING SURFACING FINISH GRADE _z N FS ACCESS CAP 110 x 1/2" THICK FOR 8" AND EXISTING 888�� NARROW UNSUPPORTED VERTICAL 9-1/2"0 x 1/2" THICK FOR PAVEMENT » WALLED TRENCH WIDTH N z _ „ �u 6 WITH 3/4"0 FINGER . . a cn w = - z_ HOLE IN CENTER w 0 NOMINALPIPE NARROW N b\ 0- =� ° a DIAMETER TRENCH WIDTH FRAME ¢ rn Q - CEMENT-SAND SLURRY � cn - (INCHES) MIN. (INCHES) COVER O � Z OPTIONAL THRUST BLOCKw A O z Q CONSTRUCTION JOINT WHERE OCCURS ° z N 3 18 z � w - x 4 18 QF c� Q PIPELINEF 6 18 PLAN 00 m CONCRETE BASE AND z w WALL SUPPORT FOR DIAMETER OF RISER a CONCRETE a 0 � w TRAFFIC CONDITION " � 8 24 BASE � SHALL BE 6 FOR 6 _ 10 30 AND WALL V) o V LINE AND 8" FOR ALL o SUPPORT 18 MIN. w7) z a B OTHERS. m FOR TRAFFIC Q of o CO)v N 1 8 BEND NOTE: LOAD Q Q wo WYE INSTALL CAP & SEAL IF CONDITIONS w a w D _ TERMINAL CLEANOUT INSTALL PAVEMENT FINISH SURFACE SHALL Q v o w MAIN PIPE i� PIPE IF IN-LINE CLEANOUT BE A SMOOTH CONTINUATION OF v _j _ 6" 6" ADJOINING PAVED SURFACE. z v w z MIN. MAX. - z 00- F J N Z PIPE ZONE/BEDDING: 0 w F _ BEDDING MATERIAL SHALL BE SAND, GRAVEL, _ CRUSHED AGGREGATE, OR NATIVE w Q Jim_ FREE-DRAINING MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THAN 20MINkM NOTE: vP N Iz- 1 PROVIDE PRESSURE RESISTANT ��'�Q UNDISTURBED EARTH GRATE COVER WHEN CLEANOUT IS SECTION B-B CONNECTED TO PRESSURIZED SECTION A-A UTILITY LINE TABLE II ITOTRENCHTOSCALESECTION 2 CoLEGANOUT DETAIL SCALE TABLE 1 NDS PRO SERIES CHANNEL DRAIN MINIMUM BEARING AREAS IN SQ.FT. FACTORS FOR Y2"EJ GRATE PART NO. 838 OR APPROVED NOTES: SOIL TYPE SOILABEARINGWVALUES INCREASING AREAS CONCRETE EQUAL MAIN TEE 90° 45- 22 1/2' NOT TO SCALE IN TABLE 1 PAVEMENTSIZE BEND BEND BEND 1. GRATE MUST COMPLY WITH LOOSE SAND 500 PSF 4 WHERE AC PAVEMENT ACCESSIBILITY 6" 4 4 4 3 OCCURS WHERE OCCURS REQUIREMENTS, VANDAL SOFT SANDY CLAY 1000 PSF 2 RESISTANT AND TRAFFIC 8" 5 7 4 3 RATED. ADOBE 1000 PSF 2 10" 9 12 6 4 2. PROVIDE "NO DUMPING 12" 12 16 g 6 COMPACT FINE SAND 2000 PSF 1 o STENCIL" PER DETAIL 3 ON COMPACT COARSE SAND 2000 PSF 1 — SHEET C-7.0. BASED ON 150 PSI W.W.R. PRESSURE & —I I—I I—I I—I I ° °.. I I III II SOIL BEARING LOADS OF 2000 PSF THE MEDIUM STIFF CLAY 2000 PSF 1 III III III III 3. INSTALL DEBRIS CATCH RATIO OF WIDTH TO HEIGHT SHALL NOT DEPTH VARIES BASIN WITH SEDIMENT FILTER p' d. 12" MIN. BAGS — PER EXCEED 1 1/2 TO 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SAFE SOIL CATCHBASINFILTER.COM, ANCHOR BEARING VALUES AND SIZE OF BEARING AREAS. a ' 1 j _ TEES,PLUGS,CAPS & HYDRANTS. e d F 71RGS3001-7742. PART N0. ;� ROD Y <,d BASED ON 2 FEET MINIMUM DEPTH OF COVER OVER THE PIPE. — —III III III= JOHN@FOSSILFILTER.NET. # 3 ® 18" O.C. 6" 6" CONCRETE, fc'=4500 psi @ 7j, 7-#4 REBAR CONT. 28 DAYS 19�" DIRECTION OF RESULTANT THRUST OUTLET PIPE WHERE SHOWN ON THE PLANPLAN PLAN z SEE PLAN FOR SIZE ELEVATION WYE BENDS PLAN PL CROSS SECTION VERTICAL BEND " (SEE NOTE 5) SEE NOTE 6 t � I ROD HOR NDS PRO SERIES CHANNEL DRAIN GRATE PART NO. 838 OR I APPROVED EQUAL a o 0 it . a > I I PLAN (E) Fs I _ _� BLIND FLANGE OR PLUG AT —I —I —III ° ., °.° PLAN END OF WATERMAIN N ELEVATION — — —I I I III III— . VALVES 2 MIN 2% MINA. ` d a °.. SEE NOTE 6 GENERAL NOTES: CID < d a PLAN PLAN 1. ALL ANCHOR AND THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED SOIL. a N 2 MINIMUM ALLOWABLE WATER PRESSURE FOR DESIGN OF THRUST BLOCKS IS 150 PSI. BEARING OUTLET INV. CROSSES SEE NOTE 6 AREA INCREASE IN PRESSURE. i� =III=III=III=III=III=III=III=II PER PLANS ° OUTLET PIPE WHERE SHOWN 3. ALL CONCRETE USED IN THRUST BLOCKS SHALL ATTAIN 2000 PSI STRENGTH. d ON THE PLAN `D SEE PLAN FOR SIZE e: a .: ° < 4. ALL ANCHOR RODS SHALL BE REINFORCING STEEL AND A MINIMUM OF 1/2-INCH IN DIAMETER. 5. USE ANCHOR BLOCKS AT VERTICAL BENDS WHEN PIPE IS ABOVE OR BELOW GROUND. SIZE OF 6" 12" 6" BLOCK AND ROD SHALL BE AS SHOWN ON THE PLANS OR AS DETERMINED BY THE ENGINEER IN THE FIELD. d LONGITUDINAL SECTION 6. USE 30 POUND FELT TO INSURE COLD JOINT. 7. CONCRETE SHALL NOT COME INTO DIRECT WITH ASBESTOS CEMENT PIPE. PLAN TEES PLAN 8. FOR PIPE 14" IN DIAMETER OR LARGER ENGINEER IS TO SUBMIT CALCULATIONS. 3 TRENCH DRAIN DETAIL 4 TRUST BLOCK 5 BIO-INFILTRATION PLANTER AREA NOT TO SCALE NOT TO SCALE NOT TO SCALE C-7. 1 ENTERPRISE NE . O . MISCELLANEOUS 46 DLR Page 1 DLR Group 4361 BIRCH STREET, NEWPORT BEACH, CA 9266006/20/2014 (E) CHAIN LINK FENCE Attachment No. PC 4 - Project Plans PROPERTY LINE Ak AL AM AL IAL AL AL -AW s AL IAL ALI M M M M M M M M PR /� (N) PLANTER CURBS � R PR / I PR PR (N) CMU WALL I PR PR (N) CMU WALL PR PR w Z (E) PRODUCTION (E) PRODUCTION Z BUILDING TO REMAIN BUILDING TO REMAIN w w a PR PR 0 a R PR (E) C M U WALL PR PR Katherine Spitz ` Associates l Inc. Ph, 310 574 4M AL 3105744462 + 4212 1A Gkrn*AVWM (E) CMU WALL hwu od RAL CL 90M w.w,w.KVI PARKING LOT LAYOUT PER ARCH. DWGS. PR (N) CMU WALLS PER ARCH, TYP. (N) DECOMPOSED GRANITE UNDER AGAVES, TYP. LANDSCAPE (N) CMU WALL ARCHITECTURE / PER ARCH, TYP. I ! i £ + f £. + �pNDSCAPF Sr 5 + { Sr + Sr Ol + +Sr +,4 0 Sr 0lk� + + Sr Sr + Sr + G + Sr + SPIr1 oq��� %' L PROPERTY LINE REFER TO SHEET L-101 FOR PLANTING LEGEND 15'-0" FRONT SETBACK REFER TO SHEET L-200 FOR IRRIGATION PLAN BIRCH STREET REFER TO SHEET L-201 FOR IRRIGATION LEGEND 5'-0" TREE SETBACK TRUE NORTH PROJECT Scale: %6" = 1'-0" NORTH ENTERPRISE - NEWPORT BEACH PLANTING PLAN a 16 DLR Group 4361 BIRCH STREET, NEWPORT BEACH, CA 92660 ' ' ' • • . AP wl m . all • i/ • 1 1 •1 I 1 1 I . . 1 I . 1 II -I . Ir. ® 4` - (I As y oil i ski Allh coh l�em ers/ d4 nprl""' - � o t� ♦ 'NseR kbit E °' /'� A; •.Y. .� � '��-. /�f �,♦fF. P i Y 'I* „ RRrfyY. w �, _�!y . �!��!�!�!�!��i��t I I I � I / A 1 1 I • ' � � r.c �'�" � � rnr � a fir. ,.rr . �6f!f� •'`� .* yt4 ► fv •, IJ4 4 a3R :�,;.. ` e >• � .�,, T'� 71 ov. 40 �AF rWAkf IMMI'Mmawo ."11 4 { , I I I 1 I Ill , , I . I . I . .fir," � F,•f'�� .4:;i �K4 A, ti� ,� „ 6 I �-� 1/ •v 1 1 1 • � 1 1 ♦ • / ,• I I I I I I . I I � I .I � . I I . I I I ® - 1 1 ♦ ♦ � ♦ � ♦ � • I `p�,�F 'W.11��?�,�wi .�P'•ai,t r �!Tdk'��',u rR'� ��-'P- � 1 , L WAF t Al 8 OIL ®® I • - III I I I I , • • n 0 • • � fib ' r,M e � Fi 'hr � •yp R � tt [ � �vSi, � �. � : � rlti .>. �N�, r'r�.� 5�� f . .� +• y,,. Yt :-F.... �a54�`y .r � ilk lop �<_',`3 IC t I r;��1 .1Yr'3!'' sem � / \ l �` ,' •. �, j i b Jim �. f . 1 1 � 1 • 1 1 ♦ • • � M_ Willa M- will • • o - ♦ • ENTERPRISE - NEWPORT BEACH � L- 101 nterpris . • • • i • • • • i • • • 10/20/2014 75-14220-00 Attachment No . PC 4 - Project Plans PROPERTY LINE twot NOTE A: — -- POINT OF CONNECTION SHALL BE DOWNSTREAM OF AN EXISTING IRRIGATION BACKFLOW DEVICE. VERIFY THE ACTUAL LOCATION,SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE III /, III I LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC / j III I INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NOTE B: CONTROLLER SHALL BE RAIN MASTER EAGLE PLUS MOD. #EGP16i-PSB INSTALLED IN A STAINLESS STEEL ENCLOSURE(SEE LEGEND FOR TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE AUTHORIZEDCONFIRMED WITH OWNER'S REPRESENTATIVE PRIOR TO STARTING WORK. III 111111111 I I Illlll � ljl � l 111 NOTE C: IMAINLINE AND RELATED IRRIGATION EQUIPMENT 111 111111111 111 I SHOWN WITHIN PAVING FOR CLARITY ONLY.ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT TO BE WITHIN PLANTER AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYPICAL. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED III 1 1 1 TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS / THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD I LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN I PAVING FOR CLARITY ONLY,ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH III / TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH 11111111 OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO 1111111111111 1 1 1 STARTING WORK. 111111111 111 LU 111111111 III LU ZZ PRODUCTION (E) PRODUCTION I z > BUILDING TO REMAIN BUILDING TO REMAIN H— LU a 111111111 la 111111111 I 1111111111 111 111111111 111 111 1i111111 111 111111111 1111 � I 1111111111 1111 � 1i111111 1111 � 1111 � 11111 1111 I , IIIIIj111 � IIII Illl � ljljl X111 111 1111111 IIII I Katherine Spitz I IIII I Associates II 1111 1111 Inc. PK 310 574 4160 Px. 310 574 4462 42121/2(7ernoe Menus Mu1ne Del Pel'.Ci 90292 W.W.W.KWtr coM PARKING LOT LAYOUT PER ARCH. DWGS. IRRIGATION CONTROLLER; LANDSCAPE REFER TO NOTE"B" I ¢ ARCHITECTURE �p0CAPF IRRIGATION POINT OF CONNECTION; y�O�d SPITZ `goy REFER TO NOTE"A" �— c_I? - - - - - - - - - - PROPERTY LINE - - - - - - - - - - f9�OFCn��E°tea\ REFER TO SHEET L-100 FOR PLANTING PLAN REFER TO SHEET L-101 FOR PLANTING LEGEND BIRCH STREET REFER TO SHEET L-201 FOR IRRIGATION LEGEND TRUE NORTH PROJECT Scale: %s" = 1'-0' NORTH ENTERPRISE - NEWPORT BEACH IRRIGATION PLAN DLR Group 4361 BIRCH STREET, NEWPORT BEACH, CA 92660 10/20/2014 0-00 Attachment No . PC 4 - Project Plans SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS PR (TRI.) 17 HUNTER PROS-06-PRS30-CV POP-UP BUBBLER HEAD W/ MSBN-50Q BUBBLE NOZZLE, .50 (1 .0) 30 N/A N/A EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. _ TORO RGP-2-12 DL2000 DRIP TUBING W/ .5 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK IRR METHOD IRR METHOD DESCRIPTION — — — — — — TORO "LOC-EZE" FITTINGS WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING DRIP INLINE DRIP TUBING BUBB POP-UP BUBBLERS NO SYMBOL TORO ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "LOC-EZE" FITTINGS HYDROZONE HYDROZONE DESCRIPTION �A TORO T-YD-500-34 AIR/VACUUM RELIEF VALVE INSTALLED WITH A T-FTF16 COMBINATION TEE, INSTALL AIR RELIEF VALVE ASSEMBLY 1 SHRUBS IRRIGATED W/ INLINE DRIP TUBING INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DRIPLINE. USING AIR RELIEF LATERAL, 2 TREES IRRIGATED W/ POP-UP BUBBLERS CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV 3 VINES IRRIGATED W/ POP-UP BUBBLERS WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 0 LASCO 1/2" SCH. 40 PVC BALL VALVE WITH SLIP ENDS AND A LASCO MHT-102 3/4" MHY X 1/2" SLIP ADAPTER WITH A LASCO FHT-301 HOSE THREAD CAP FOR USE AS A DRIP TUBING FLUSH VALVE. SEE PLANS FOR LOCATIONS. INSTALL INSIDE A 10" ROUND VALVE BOX (OLD CASTLE CARSON #L-910) © EXISTING 1 1/4" R/P BACKFLOW PREVENTION DEVICE, PROTECT IN PLACE R-1 HUNTER ICV-101G-AS 1 " NORMALLY CLOSED, PLASTIC MASTER CONTROL VALVE RAIN MASTER FSB-100, 1 " BRASS FLOW SENSOR, WIRE TO CONTROLLER USING EV-CAB-SEN CABLE WITHIN A 1" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ►�t LASCO SLO-CLOSE SCH. 80 PVC TRUE-UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS, LINE SIZE 0 HUNTER HQ-33DLRC QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX 0 HUNTER ICV-101G-AS (1 ") SERIES PRESSURE REGULATED, PLASTIC REMOTE CONTROL VALVE 0110 HUNTER/TORO ICV-101G-FS (1 ") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY, INSTALL TORO T-ALFD1 01 50-L, 1 " DISC FILTER AND SENNINGER PRESSURE SENNINGER REGULATOR PMR-MF-30 FOR DEMANDS LESS THAN 18 GPM. INSTALL ON THE DOWNSTREAM SIDE OF EACH DRIP RCV © RAIN MASTER EGP16i-PSB EAGLE PLUS 18 STATION CONTROLLER WITH INTERNET COMMUNICATIONS CARD (i CENTRAL), INSTALLED WITHIN STAINLESS STEEL ENCLOSURE AS PART OF CONTROLLER ASSEMBLY WITH QP-16 QUICK PAD ® HUNTER MINI-CLIK RAIN SENSOR, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER 0 N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD AS APPROVED PVC PIPE 3/4" - 1 1/2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE — — AS APPROVED PVC PIPE 1 1/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE _ _ _ _ _ _ AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL LASCO ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GREY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE WITH MOLDED THREADS. Katherine u Spitz NO SYMBOL CHRISTY'S ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER ` Associates AND SOLVENT CEMENT. PRIMER SHALL BE LOW VOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE LOW VOC, "GRAY-HEAVY ` Inc. BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOW VOC, "RED HOT BLUE GLUE" CEMENT. USE DAUBERS SIZED AT LEAST Ph 3105744460 ft 310 574 4462 ONE HALF THE SIZE OF THE LARGEST SIZE PIPE BEING JOINED. 42121/2(2ernoe A�w Minna Del Pel',Ca 90292 W.W.W.KWI ACOM NO SYMBOL AS APPROVED 11/2" SCH. 40 ELECTRICAL CONDUIT FOR CENTRAL CONTROL COMMUNICATION CABLE, PROVIDE COMMUNICATION CABLE PULL BOX AT A MAXIMUM OF 200 FEET ON CENTER, AT EACH FIELD SATELLITE LOCATION, AT EACH CHANGE IN DIRECTION. PROVIDE A 1/4" NYLON PULL ROPE WITHIN CONDUIT. PROVIDE A MINIMUM OF 18" COVER. LANDSCAPE NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) ARCHITECTURE NO SYMBOL 3M DBR/Y-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS INSTALL WITHIN SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD/EMITTER DRAINAGE. �alloSCA P 171 ogPCti NO SYMBOL K.B.I. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE WHEN RCV IS HIGHER THAN THE SPRINKLERS, INSTALL WITHIN SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD/EMITTER DRAINAGE. _k X11 LP eo, NO SYMBOL CARSON VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND FLUSH VALES �9�FOF cA�\Eo��\� AND AIR RELIEF VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECTANGULAR. SHALL BE MODEL 1419, 12" REFER TO SHEET L-100 FOR PLANTING PLAN JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. REFER TO SHEET L-101 FOR PLANTING LEGEND VALVE BOXES SHALL HAVE GREEN HDPE BODY AND GREEN LIDS IN TURF, GREEN LIDS IN SHRUB BEDS, AND TAN LIDS IN ROCK REFER TO SHEET L-200 FOR IRRIGATION PLAN MULCH. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. ENTERPRISE - NEWPORT BEACH IRRIGATION LEGEND DLR Group 4361 BIRCH STREET, NEWPORT BEACH, CA 92660 10/20/2014 . , ,