Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Item 2 - K Street Design
Sheet Index Cover Sheet TS1 Title Sheet STUDIO I C1.0 Existing Conditions Plan � \ C2.0 Proposed Condition Plan C3.0 Drainage Management Area Plan i C4.0 Erosion Control Plan 2258 First Avenue . �=� C5.0 Details i Details C7.0 Public Improvement Plans C8.0 Public Improvement Plans San Di California 92101 „ - ti C9.0 Public Improvement Plans ego, n „ice r C10.0 Public Improvement Plans i %/ Landscape - ' = . „ L1.0 Conceptual Landscape Plan mail@studioearchitects.com L2.0 Supplemental Landscape Exhibits Architectural A0.1 Site Plan i Sw , s � A0.3 Fire Access Site Plan Trash & Recycling ry i . , Y 9 LUir , o � � h, a ..w "„ ,. i '. � , . � A0.5 Overall Views i s . r i First Floor an i ry u / � y , A1.2 Second Floor Plan u u w ,. .,, A1.3 Third Floor Plan T i _. , , A1.4 Fourth Floor Plan Ini „ , , .., A1.5 Roof Plan z A2.1 Exterior Elevations 0 ,i � A2.1a Exterior Finish Elevations 0 ryi a a A2.2 Exterior Elevations LU r o t LU A2.2a Exterior Finish Elevations z I LL 00 A2.3 Exterior Elevations Courtyard o A2.4 Exterior Elevations Courtyard z A3.1 Building Sections ry n 9 Ji Ji r i n. 1 v 1 C L .1 Ji i ry LU ry LU 1 z „ z i i Q i i i J rr Y III 5 '.I Y N C' I n I I f 1 J I N Q I I' 7 .. r . a i J v z O 0 a� r Ji Project Team o z°Uj U) �1. Owner: Floit Properties V g o 3565 7th Ave. _ ^1 C Uj San Diego, CA 92103 L j Tel: (619) 294-3350 Contact: Dan Floit U Email: dan@floit.com Q ree o Architect: Studio E Architects V 2258 First Avenue Ji San Diego, CA 92101 Vicinity Map Project Information Zone Data (D J_ Tel: (619) 235-9262 Contact: Eric Naslund + N w Project Name: 310-316 K Street Zone/Plans: C1 Third Avenue South District Email: enaslund@studioearchitects.com M w Sheet CL Project Address: 310-316 K Street Urban Core Specific Plan N Chula Vista, CA 91911 Building Height Required: 60'-0" (Min. 18'-0") Civil Engineer: Kettler Leweck Engineering Cfl O 303 A Street I Suite 302 0 M Related Permit Numbers: DR18-0019 (Design Review Application) Building Height Actual: 49' - 7" San Diego I CA 92101ry o y IR18-0009 (Preliminary Review Application) Tel: (619) 269-3444 �M _O a Project Description: Required Setbacks: Front: 10 Contact: Steve Kettler ` ' , M LL LU w ry Side @ C1 Zone: 0' Email: steve@kettlerleweck.com V a m The project consists of one building situated on two parcels on K Street in Chula , et y 7� Vista. The building has 4 stories containing 46 dwelling units and a communal Side @ R3 Zone: 0 Stye m Rear: 0' Landscape Architect: Form/Work Landscape Architecture area on the first floor. The site includes landscaped areas, surface parking and y 1755 Edgemont Street Project 17-123 amenities such as a community room, an elevator, and a separate trash collection Lot Coverage Requirements: N/A CD San Diego, CA 92102 area. Lot consolidation will be part of this project. g Building Gross Area: 41 ,770 sf total Tel: (619) 269-4423 10/10/18 Design Review In 1 st Floor Gross Floor Area: 10,396 SF Contact: Mike Vail 2/11/19 Design Review 2 Primary Occupancy: R-2 2nd & 3rd & 4th Floor Gross Floor Area: 10,458 SF Email: mike@formwork-la.com o K Sheet 4/23/19 Design Review 3 U) Existing Site Use: The existing lots currently house an auto repair shop. Base FAR: 1 .0 ry Assessor's Parcel Number: 573-450-04-00, 573-450-05-00 Actual FAR: 0.85 Site ry (1 ) Max. Residential Density: N/A Parking Information Gross Site Area: 49,390 SF .13 acres Actual Residential Density: 41 dwelling units per acre o L eat Net Site Area: 49,390 SF (1.13 acres) Required Parking: 71 Standard, 2 Accessible (73 Total) U NORTH Open Space Required: N/A o PER CVMC Required Parking: Unit Summary: Unit Type Quantity Landscape Area Provided: 9,746 SF / 19.7% of site area 19.90.080, required ( 1 BR's ) @1 / unit = 19 x 1 - 19 One-Bedroom 19 Street Wall Frontage: 50% Min. Required parking ratios (2-3 BR's) @ 2 / unit = 27 x 2 = 54 Building Code Data Two-Bedroom 19 170.0' Street Frontage according to Table F: 101'- 0"= 59.4% Street Frontage Provided Provided Parkin 67 Standard, 1 Accessible, 1 Accessible Van 69 Total �SEo ARC/, Applicable Codes: Three-Bedroom 8 g ( ) G� G c. NAS< /X Total Units 46 2016 California Building Code 2016 California Electrical Code No. C17113 2016 California Mechanical Code 2016 California Energy Code �� �� �I Construction Type: V-A �� 2016 California Plumbing Code 2016 California Green Building Standards Code J ll vT Fkp 5 �1: �z 2016 California Fire Code NFPA 13 Standard For the Installation of Sprinkler Systems Sprinkler System: NFPA13 I I of CT Affordable Housing & Project Accessibility Title Sheet Le � g p Legal Description 10,396 SF 10,458 SF I 10,458 SF AFFORDABLE HOUSING: Parcel 1 : L I I The project will be a mixed income development with 5% of the total dwelling units restricted That portion of Lot 2 in Quarter Section 14 of Chula Vista Rancho de la Nacion, in the Cityand affordable to very low income households per CVMC 19.90 of Chula Vista, County of San Diego, State of California, according to Map thereof No. 505 filed in the office of the Recorder of said San Diego County, March 13, 1888. I Per CVMC 19.90. this project qualifies to comply with Affordable Housing Density Bonus Regulations. Per CVMC 19.90.50 this development is allowed 1 development incentive Parcel 2: Lconsistent with the State Density Bonus Law. The 1 incentive requested is: That portion of Lot 2, Quarter Section 140, of Chula Vista Rancho de la Nacion, in the Clty of Chula Vista, County of San Diego, State of California according to the Map thereof No. 1 . Reduction in parking from required 73 stalls to 69 stalls. TS1 505, filed in the Office of the Recorder of said San Diego County, March 13,1888. 1st Floor FAR Diagram 2nd Floor FAR Diagram 3rd & 4th Floor FAR Diagram LEGEND LOT 3-1 ITEM SYMBOL ABBREWA71ONS A 4 jrN J39 PROJECT BOUNDARY ••••••••••••••••••••••••••••••••• • — — — — AC ASPHALT CONCRETE c.Zu JVJ A P 606 1 \ RIGHT-OF-WAY. ...................................... . R/W ACP ASBESTOS CEMENT PIPE EX R/W EXIS77NG EDGE OF PAVEMENT• •••••••••••••••••••••• • CL CENTERLINE ° ,�EX R/W � EXISTING CONTOURS. .................................. Cl CURB INLET A R C H I T E C T SDl DRAINAGE INLET �,..... - EXISTING CURB & GUTTER_ _ ... ....................................... c x CTS .............................. ............................... EXIS77NG SIDEWALK. .................................. . �. ............... ............. EX EXIS77NG �� °°n ENGG ENGINEERING 2258 First Avenue g 24 \ , , 10 �� Uo Q 5 � 1 EXIS77NG BUILDING. ................................... . 6 / \ 6 4 6 6 5 FH FIRE HYDRANT STREET ""° EXISTING PEDESTRIAN RAMP FS FIRE SERVICE I o N K 2 � � ��� ''��,,. �`��'� HH HANDHOLE x E . 8 CI WTR ABANDONED x w EXISTING STORM DRAIN PIPE MH MANHOLE .................................................W................................................................................. .......................... �- `" l 1d/ ........ � � � .....................................�........................... c� ................... San Diego California 92101 W W W W EXISTING STORM DRAIN CLEANOUT' """""""" ' 9 � F-111 ® �...� W W � PB PULLBOX ��� E 12" CL 235 PVC WTR � ---------� PP POI�R POLE EXIS77NG STORM DRAIN CURB INLET • •••••••••••••• • -------- _1OQ S A � 101 P 1 T. 20095008 ¢ �1 1.� �- 1�1° 1 2 �1C7 1 1 3 > PVC POL ANA afORIDE ______ J u 9 _____________ 2° 0 EXIS77NG WATER MAIN . .............................. . __ ____.w__ __ ~ s __ ' S '° - S R/W RIGHT OF WAY o - Ex. 8" VCP SWR EXIS77NG FIRE HYDRANT . .......................... . W rruil@studioearchitects.00m S/SWR SEWER 6 ,� 0 6 9 3 7 g 2 10 x 7 ' • EXIS77NG GATE VALVE . .............................. . SCH SCHEDULE ___ 14 �� 7 _. 1 w� 6 E_ 6 7 3 EXIS77NG SEWER MAIN . .............................. . —S- SD STORM DRAIN E - - - 2 4 EXIS77NG SEWER MANHOLE . ......................... . SMH SEWER MANHOLE c - _- ___ T 6192359262 F 619235.0522 .............. ....�. ..................................... - �ro . S ST L T STREET LIGHT ®.4 . . 4 t { . ....................................... . $ 4' :Wm ,� _ ...� R � ,.., %' � $;. ,�' 4. �'-� ,, s� EXIS77NG GAS � TC TOP OF CURB o 9 r 9 / ,r P F' �� P �< TFL. PED. IIIfPHAVE PEDESTAL K R . r.° E K 2 r-�C EXISTING ELECTRIC . ................................. . E . �. L (c� g 9 '-J,�, ETTLE WEC 4 ,- ..,f 4 ® ,g. 7 :� � �°�� ,,� T� ANS � � 9❑ d r 1 7 � 13 � 5 ��; 4 ®® 7S TRAFFIC SIGNAL ................ 1 V GAS EI E1(0) �� 1 © EXIS77NG TELEPHONE . ............................... . T ..................... , �....$ 9 g x ....:. ��.. 4 r . 1° VCP mmu aAYPIPE } 5 r <. 4 5 r �$ . 9 . .� 4. .®. A 0 _ 2 EXIS77NG FIRE SERVICE. ............................. . ............ ......... , r f EX R` 1 1° W/WTR WA IFR ENGINEERING z �.......... �_ __ _. �,$ °.� 4 . �� 303 A STREET, SUITE 302 < FFy nNc 0 1 '\--EX } < 1 . ....................... 6 EXISTING PARKING LIGH WY WATER METER SAN DIEGO, CA 92101 ❑❑ +� C t: 619 269-3444 f: 619 269-3459 \ EX R WV WA 1ER VALVE 1 9 4 Q EXISTING STREET LIGHTS . .......................... . www.kettlerleweck.com N72°09 05 E 170.00 „ :~, (� 14 21 13 13 z o � _.................... ' ' I ... ........ g EXIS77NG TREES . .................................... . U A CLO I I I o I EXISTING SPOT ELEVATION x 55.0 LU " 14 I 10 Lu EXISTING DIRT AREA (D) _ 11 10 ° I c ( EXISTING GRASS AREA KU o I 22 I I ❑ 1 I W -. I EXISTING PLANTER AREA (P) 1 ASPH PARKING LCAT I , o c v UJ 2 C CN 4 11 I I a LU B SIN __\_102,6 EX R I EXISTING KEYED NOTES EXISTING KEYED NOTES r I— —1 .,.,• EXISTING BUILDING I ph P I I- 7 I a SITE IMPROVEMENTS B I I i_ _ _ _ _ k1� , 3 I I ❑1 EXISTING TRAFFIC SIGNAL LIGHT 1 EXISTING SEWER MANHOLE I O z 4 r 25 1 r - 1 �- I 0 EXIS77NG TRAFFIC SIGNAL POLE cj � 4 L_ _ ' , _ < 7 I I o < EXIS77NG 8 VCP SEWER PIPE - I _ • I 0 EXISTING CONCRETE CURB AND GUTTER I ' I Q.. ..' 1I I ® EXIST. CURB RAMP WITH TRUNCATED DOME 3 EXIS77NG 8" SEWER PIPE AS REFER ON DWG I k 1�� r Q 23 I r ` I 3 I 5 EXISTING CONCRETE SIDEWALK O NO. 71-158D � •6 �..® � �,-4 �� � r��� t��i7JZ���J�:� �= 3 I ❑ 4 EXISTING 4" SEWER LATERAL [ifI I o� ( I 6 EXIS77NG CONCRETE DRIVEWAY O w EXISTING 22 I co/�c ❑ " _ BUILDING , - 4 �� I _____ c ` I ❑7 EXIS77NG POWER POLE (WOOD) O EXIS77NG 6 VCP SEWER LATERAL —. '' 5 z� EX R/l ® EXIS77NG PARKING LIGHT O EXISTING SEWER CLEANOUT = i I I , 9 EXIS77NG DEMOUNTABLE POST ................. ❑ o I �'�- 15 I I �1�1° 10 EXIS77NG TRAFFIC SIGN WA EXIS77NG 12" CL 235 PVC WATER PER CONST �1 �i I Fr_- EXISTING BUILDING i �. ...... ...�.... I$ I I III 11 EXISTING CHAINLINK FENCE NO. 20095008 G-- -� I I I I 12 EXISTING TRASH ENCLOSURE 2 EXISTING 8 Cl WA TER (ABANDONED) p 3 EXIS77NG 12 AC WATER PER WO NO. A1264 o -1 4 I - .. I I 13 EXIS77NG IRON GATE " d7 z u� � 10� EX PL I �� .� ®< _ EXISTING 6 FIRE HYDRANT PER CONST. N0. LU 8�c I r 4 I I I 114 EXIST. CONCRETE CURB AND GUTTER (PVT) 20095008 �� Q LU 4 1� 1� I I I 15 EXIS77NG CHAINLINK AND METAL FENCE Q5 EXIST. CATHODIC TEST STATION PER CONST U 4 w o EX PL 22 NG STALLS NO. 20095008 22 16 EXISTING PARK © EXISTING 3/4" COPPER WATER LATERAL S 4 — 17 EXIS77NG WALL 1 -w R METER � ..... ,;� � �a � � � (SERV. N0. 9196) AND WATER � t c} o EXIST. WOOD FENCE AND COLUMN BLOCKS PER CONST NO. 20095008 z ( ) ,. cry � I 01° (80' I Q 3/4" CDP (PVT) _ 4 7 EXIS77NG PER WATER LATERAL SERV. 19 EXISTING CONCRETE CURB PVT ( � g EXIS77NG CONCRETE RIBBON GUTTER (PVT) }cg I ~~`~ NO. 9197) AND WATER METER PER CONST NO. co I 20095008 UJ x0� I (40) (40) 21 EXIS77NG PILASTER (PVT) ® EXIS77NG 2" COPPER WATER LATERAL (SERV V �I 22 EXISTING AC PAVEMENT NO. 34515) AND WATER METER PER CONST $. o AP �J 673-%6 0-07 (8') �' (64' (8') _ � NO. 20095008 a-% z .... ` rll� � r' i�J J i� 1 23 EXIS77NG CONCRETE PAVEMENT 9 " LU OC) ° ri J J J�1 J� -10020 d I ' I 24 EXISTING STREET LIGHT Q EXISTING 8 AC FIRE SERVICE (SERV. Na N Cn n ( _ Q (32) (32) ❑ 38285) PER CONST NO. 20095008 i ca .I. N r 4 4 A ��� r J J��J J J J J I 25 EXIS77NG AC DRIVE AISLE (PVT) 10 EXIS77NG 12" AC WATER PER WO Na 9422 U) ° ;' �� 4 i 16 z, — Ah �� DRY UTILITIES STORM DRAIN Q ( � 0 _ ` ,4 r1 (' J J r)r,,J.�J. -� ASPH PARK►N, Ql EXIST. SDG&E ELECTRICAL 1RANSFORMER 1 EXISTING 24"x30" DRAINAGE INLET PRIVATE ' p 4 I � � � (PRIVATE) O � � �' I r � 1°` 2 EXIS77NG SDG&E ELECTRICAL VAULT EXIS77NG Q EXIS77NG 8x8 DRAINAGE INLET (PRIVATE) , }, 4 , 4 4 4 EXlS17NG 0 " " M T. SL..I R� 80' R/W 03 EXIS77NG SDG&E GAS CABINET p - EXISTING � , � 4 4 EXIS77NG AT&T MANHOLE MISCELLANEOUS o C ENCLOSURE �/...� v O U BUILDING 4 �® 4 40 (40) 1 EXIS77NG PALM TREE M UJ }e0 0 _ Q EXIS77NG AT&T HANDHOLE Q I 9° 310 316 K STREET APN 673-460-04 (20') 52' 8' © Q2 EXIS77NG TREE [ifr 73-460 Q EXIS77NG SHRUB ����� EXlS17NG GAS METER 'rte' 23 Q r � Nc »979 I I EX 0 EXIS71NG ELECTRICAL LINE (OVERHEAD) 3 Project 17 123 WELL ( - _ ST LT ® EXIS77NG TREE WE DIRT, NO TREE)AL CONDUIT 2 I I ® EXIS77NG SDG&E ELECTRIC 17 EX (20)) (32') 9 EXIS71NG AT&T CONDUIT EXISTING MONUMENT LEGEND �� '/ I ` 4 �� POWER 10/10/18 Design Review -1 22 f A H PARKING 10 E 77ON BOX POLE EXIS77NG COMMUNIC 0 ❑ EXIS71NG LEAD AND DISC STAMPED Design Review 2 4 �. tt� �co � I " r 4 4,f HYDRANT 11 EXIS77NG GAS LINE I.S. 7019" AT 5.00' OFFSET IN 2/11/19 1 z , 4 4 4 0 4/23/19 Design Review 3 ° -1 . 4 4 � CONCRETE WALK ALONG EXTENSION OF co - 4 ,' ' { I 29 ) I PROPERTY LINE PER ROS NO. 22979 5/31/19 Design Review 4 4 r 2 4 I ) (2.� �� 13 EXIS77NG TRAFFIC SIGNAL HANDHOLE " " g �,," 2 I ® , Q Q 1 N LU 4 �`r 4 �` 4 � �____�� ��� --1 STAMPED "L S 7019" PER ROS NO 22979 C --- ---- - 14 EXIS77NG AT&T CABINET k 2 EXIS71NG l PE W17N DISC ® 4 , EX SIDEWALK O U ° �a 16.....E I EX SIDEWALK % 16 I`. . AIN VNGS r.' 4. ..........._ ......... A� 673-460-08 EX CURB AND EX CURB AND a I r 4 4 , ........................................_4,......::. ,.........f N GUTTER z 4 4 4 16 22 ( I GUTTER SURVEY INFORMATION 4 ,4 4 4 C? , 4 I -. _ I PROJECT DESIGN CONSULTANTS ON 12-15-17. ® ,f 4 4 AERIAL SURVEY PREPARED BY ., � I ► 1 02°0 A K STREET (PUBLIC) A 1H PARKING LOT � �{ �� 4 23 ASP SUPPLEMENTAL SURVEY PREPARED BY PROJECT DESIGN CONSULTANTS ON 1-8-18. UJ 4 4 ... _ �. r 4 4 4 f 4 4�' 4 I � NOT TO SCALE 4 'r� I EXIS77NG 2 R BASIS OF BEARING ........ -— ——— Q J EXISTING A PH PARKING 4 2 /W 80' R_ W THE BASIS OF BEARINGS AND COORDINATES AS DETERMINED BY SURVEY FOR THIS PROJECT IS THE NAD QROFESS/ON r 4 CALIFORNIA COORDINATE SYSTEM, CCS83, ZONE 6, EPOCH 1991.35 AND WAS DETERMINED BY G.P.S. 22 , d r 22 40' (40') MEASUREMENTS FROM G.P.S. STA77ON NO. 5014 AND G.P.S. STATION NO. 5011 PER RECORD OF SURVEY (ROS) NO. 14841 HAVING A GRID BEARING OF NORTH 17'3729" WEST AND A GRID DISTANCE OF 2897.86: v 16ph 11 798 THIRD AVENUE (8') (64') 8' No. C48358 m „ ar APN 673-460-06 w rrt E ® 170.00 (��. N72°o 4Y _ _ r3�s NO. �007o Ex ST LT I EX TRAFFIC BENCHMARK oc Exp. 6-30-2020 SIGNAL POLE A FOUND CHISLED CROSS AT THE TOP OF THE WEST END OF AN EXISTING CURB INLET AT THE SOUTHEAST s� CIvIL (32') (32') . q a CORNER OF "J" STREEET AND THIRD AVENUE HAVING THE APPROXIMATE NAD-83 COORDINATES OF q�OF CAl�F 2 17 EX PL �18 1 g 2 rya `'�� 7 �- NORTHING 1809060, EASRNG 6307850. 20 I ASP[ DWY ' N THE BENCHMARK HAS AN ELEVA71ON OF 103.71 FEET ON THE NAVD-88 VER71CAL DATUM PER THE CITY OF CHULA VISTA VERTICAL CONTROL REPORT. Existing 673J46 I— (2%) (2Z) LEGAL DESCRIPTION A;�J�J 673-4-50-33-1 Condition Plan EX SIDEWALK A POR71ON OF LOT 2, QUARTER SECTION 140, OF CHULA VISTA RANCHO DE LA NACION, IN THE CITY OF EX SIDEWALK CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO THE MAP THEREOF Na 505, QL)PLAN VIEW EX CURB AND EX CURB AND FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY, MARCH 13, 1888. STUDIO 1 GUTTER GUTTER PER VESTING DEED DOCUMENT NO. 2016-0624075, RECORDED NOVEMBER 16, 2016, O.R. SCALE: = 2 0 0' 10' 20' 40' THIRD AVENUE (PUBLIC) AND VES71NG DEED DOCUMENT NO. 2016-0585223, RECORDED OCTOBER 28, 2016, O.R. �� NOT TO SCALE 1 ■ 0 LEGEND ITEM SYMBOL PROPOSED IMPROVEMENTS EXISTING RIGHT-OF-WAY (R/W) AND OR . ............................................... . - - - . I \ PROPERTY LINE (PL) A R C H I T E C T S EX R/WEX R/W ryry, V... J TOP OF CURB ELEVATION . ................................................................. . TC 100.50 ....� � .. `� FLOW LINE ELEVATION . . ........................................................... . 100. 0 CTS �..� ,-� �"��:„� FINISH SURFACE ELEVATION• •• FS 100.00 µ 100 2258 First Avenue :: ::„ _ MAJOR CONTOUR . ........................................................................... . C) Q :: MINOR CONTOUR . ............................................................................. 101 / .... CONTOUR LABEL . ........................................................................... . 100 K STREET "� , c� PROPOSED SCREENED WALL/FREE STANDING WALL (PVT)• ••••••••••••••••••••••••••••••••• � � � � � � w - ; : I x San Diego California 92101 .� SEE LANDSCAPE PLAN w aA x E 8 "ci wTR (aeaN�oNE�) w , .. , ., \N- w w VV- w w� DRAINAGE FLOW . ........................................................................... . TC ��"�� � ������.�.� PE�"��,�?�V� J I ��7. ,., ..�, I III ; � " � ��� � . . X. 1 L V W w " ' " �� 3 � � � � ST: 20095008 � � � , � ► ... � .���� PROPOSED MODULAR WETLAND UNIT (PVT.).. ......................... ......................... . ICa?st d ch t cts. STUDIO I W__4- -----------W=====md „_ L mai u ioear i e oom Cf) EX. 8" VCP SWR S S 1 7� 12¢ i I • I I PROPOSED WET WELL WITH PUMP (PVT.) . .................................................... . E_ • - PROPOSED 8" PVC STORM DRAIN PIPE (PVT) SST T 619239262 F 6192350622 PROPOSED ATRIUM DRAIN (PVT.) OH Mq V� 7 1 . ,' µ ..... .... ° 12 E �,"�: ...mm..mm ° � a ,,, CONCRETE SWALE/SPILLWAY (PVT.). .......................................................... . KETTLER LEWECK rr ( 1� pg . 5 1p S �d"„1 ..d.. ,Tq�r 'N 10, PROPOSED 4" SEWER CLEANOUT (PVT.) NQS E N G I N E E R I N G z ..... . ...... 147 1�,.��. ., �,� Q � J,,,, ....� 303 A STREET, SUITE 302 ." SI I „ ,b EX R :% " PROPOSED 6" BACKFLOW PREVENTOR (FOR FIRE SERVICE) (PVT.) �® SAN D I E G 0, C A 9 2101 PER SWEETWATER AUTHORITY STD DWG 15 A t: 619 269-3444 I f: 619 269-3459 Q .... ........N72 09 05 E 170.00 .... ...�. � .... � � www.kettlerleweck.com W I V PROPOSED 2 BACKFLOW ASSEMBLY (FOR WATER SERVICE) (PVT.) . .......................... . W ° . 3 ,- '" `� PER SWEETWAIER AUTHORITY STD DWG 15-8 z - F1 3 PROPOSED FIRE HYDRANT (PUBLIC) �Q 1612 0 Lava PROPOSED 2-WAY VEHICULAR ACCESS . ...................................................... . • LU 1 2 `e _ D , �.,, 10� ,�o a °� c e ,. r n •: �III I Q � 120 �I ° } V 0 � - PARKING STALL . .......... LU 3 147 4 �� AD5 APN 673-460-06 /W " " _ • -�. - i SdN I I. 8;8 I.. .. v PROPOSED 6" CURB (PVT) w 1 D1 2 � .,�, X142 ... , " PROPOSED 2' CONCRETE CROSS GUTTER (PVT). ............................................ . ,. of 6 " �" x 1 7 r Ypb .... I I PLANTER AREA (PVT) SEE LANDSCAPE PLAN . ................................................. . •a - •PA.•.• 2 1 ZVI �.. 2 :.a I C20 GENERAL NOTES DECORATIVE LANDSCAPE (PVT) SEE LANDSCAPE PLAN.......................................... UJ 5... 020 '� 1. THE PROPOSED FINISH GRADING SHOWN HEREON IS PRELIMINARY 7 . ' ONLY AND NOT FOR CONSTRUC710N. 1 ---.� I 2. THE EXISTING IMPROVEMENTS LOCATED ON-SITE ARE ALL PRIVATE 3 L--J 7 2 L--J D5 EX PL LU ............................... ,W DRAINAGE NOTES: u0 Fs Fs 1 0'11 1. ALL EXISTING ON-SITE DRAINAGE FACILITIES ARE PRIVATE AND ARE GEOTECHNICAL NOTES TO REMAIN. 2. ALL PROPOSED ON-SITE DRAINAGE FACILITIES ARE PRIVATE ° 2 1 I }{}5 ALL GRADING MUST BE PERFORMED IN ACCORDANCE WITH APPLICABLE CITY ORDINANCE AND THE RECOMMENDATIONS [if141• 3. THE PROJECT'S DEVELOPED STORM WATER RUNOFF IS CONSISTENT AND SPECIFICATIONS SET FORTH IN THE SOILS REPORT OR GEOLOGICAL/GEOTECHNICAL INVESTIGATION ENTITLED: ° ` °^ 2 2 I 3 N APN 6y8�460�88 WALL/FREE WITH EXISTING CONDITION (LE• THERE IS NOT AN INCREASE IN STORM . . . °PA.•.°.°.°. Air 2 STANDING RUNOFF DUE TO THE DEVELOPMENT OF THE PROJECT). 1. PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED 44-UNIT RESIDENTIAL DEVELOPOMENT, 310-316 K . .1w4% " ' ' ' ' 1 14 WALL STREET, CHOLA VISTA, SAN DIEGO COUNTY, CALIFORNIA, PREPARED FOR QUINN COMMUNITIES, PREPARED ( o 24¢ EX STORM WATER NOTES . . . . . . . Lamm . ` `•`•`°'°'• •' BY GEOSOILS INC DATED FEBRUARY 23 2018 JOB NO. 7391-A-SC z WOOD PROP 1. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT, THE ( )' o Y 3 -- - I FENCE CURB OWNER/PERMITTEE SHALL ENTER INTO A MAINTENANCE AGREEMENT FOR GRADING INFORMATION �� LU[If r Q }.BA_................................................................................................................. .................PARKIN THE ONGOING PERMANENT BMP MAINTENANCE, SATISFACTORY TO 1HE LU i 2 D5 �;; STALL CITY ENGINEER. 1. THE TOTAL SITE AREA IS-------------------- 49,390 SQ-FT (1.13 AC) V UJ p0 _ �� 2. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT, THE 2. THE TOTAL AMOUNT OF SITE TO BE GRADED-------- 49,390 SQ-FT (1.13 AC) ° OWNER ERMITTEE SHALL INCORPORATE ANY CONSTRUCTION BEST 3. THE TOTAL AMOUNT OF SITE AREA-------------- 1009' +� EX PL ( .. 1 ....� _ �. D1.. ��. ,,, MANAGEMENT PRACTICES NECESSARY TO COMPLY WITH CITY OF CHULA 4. THE AMOUNT OF GEOMETRIC CUT IS-------------- 518-C.Y• L .� I 772 9�r VISTA MUNICIPAL CODE, INTO INE CONSTRUCTION PLANS OR 5. THE MAXIMUM DEPTH OF CUT IS---------------- 1.9-FEET �0 ............ 6 ., 4 6. THE AMOUNT OF GEOMETRIC FILL IS-------------- 246-C.Y• J n z � .. � _� �� � .. ; -- SPECIFICA110NS � d.. v, I 1 ( _ 3. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT THE 7• THE MAXIMUM DEPTH OF FILL IS---------------- 1.2-FEET U) D11111 4114 11 C0 o �,,� QA �, ,, � ��� . ;. ���. ��' � .. �.� � OWNER/PERMITTEE SHALL SUBMIT A STORMWAIER POLLUTION PREVEN110N 8• THE MAXIMUM HEIGHT OF CUT SLOPE IS----------- N/A (NO MANUFACTURED SLOPES) O a� EX PL PLAN (SWPPP). 9. THE MAXIMUM HEIGHT OF FILL SLOPE IS----------- N/A (NO MANUFACTURED SLOPES) V co 4 .. A SITE SECTION - SOUTH A 10. THE MAXIMUM GRADIENT OF ALL CUT AND FILL SLOPES- NIA NO MANUFACTURED SLOPES UJ z / ( ) ...................... 1 .................... D1 L , t APN""�73�4v0�07 �•0 NOT TO SCALE C20 11. THE AMOUNT OF GEOMETRIC EXPORT IS----------- 272-C.Y• a--' wI N 1 12. THE LENGTH OF PROPOSED RETAINING WALLS-------- N A PLANTER WALLS ONLY � I / ( ) (D cn LL cn .................. fi . I� �� ���� � � L o cN 6¢ " 174 (SEE LANDSCAPE PLANS) }, N r PRIVATE WATER, FIRE, AND SEWER NOTES: 13. THE MAXIMUM HEIGHT OF PROPOSED RETAINING WALL (n tf Q 147 (MEASURED FROM TW TO TF) IS---------------- N/A (PLANTER WALLS ONLY) N UJ I D5 _I 1. THE SUBJECT PROPERTY WILL BE ENTITLED TO ONLY TWO PUBLIC (SEE LANDSCAPE PLANS) Q 1 - SEWER LATERALS ALL ADDITIONAL SEWER LATERALS SHALL BE (0 Q Q � N I ........ ... ....: D.... 1 .... D5 EX PL GRADING QUANTITY NOTES: L APN 67846006 APN 678�460�08 PRIVATE 1. THE CUT AND FILL QUANTITIES SHOWN ABOVE ARE GEOMETRIC ONLY AND DO NOT INCLUDE D PA 1 S�r==SIq. . 7 0.17' 2. SEE PLAN FOR PROPOSED WATER & FIRE SERVICES AND SEWER ADJUSTMENTS FOR BULKING, SHRINKING, PAVEMENT UNDERCUTS, FOUNDA110N SPOILS, ETC. O M (; (; ° - 2 �RA - PROPOSED SCREENED LATERALS p }' • • • 2. REFER TO GEOTECHNICAL REPORT FOR REMEDIAL GRADING REQUIREMENTS (IF REQUIRED). 'p o C20 - IINgl1 BUILDING WALL/FREE 3. PRIOR TO CONNECTING TO ANY EXISTING SEWER LATERAL(s), THE M - C20V 1% 1% p2 r , FFE 202.2 STANDING LATERAL SHALL BE INSPECTED USING A CLOSED-CIRCUIT TELEVISION - / co LL u II, r r ,� d�� S PAD EL 100.2 WALL (CCN) BY A CALIFORNIA LICENSED PLUMBING CONTRACTOR TO LU 24 1 u 1 S ID 3 9 1 6 a$ 70 WALL d L - - 105- ......................................................................................................... .............. ............................................................................................................................................................... VERIFY THE LATERAL IS IN GOOD WORKING CONDITION AND FREE OF 4.67 1 1 6 ALL DEBRIS. . 6 I ❑ 01 1 EXISTING ............... .......................................................................................................................................... .......................... DRIVEWAY 4. A PLUMBING PERMIT SHALL BE REQUIRED FOR THE INSTALLATION OF Project 17-123 APPROPRIATE PRIVATE BACK FLOW PREVENTION DEVICES (BFPDs) ON EACH WATER SERVICE (DOMESTIC FIRE AND IRRIGATION). THE BFPDs ` � •¢ `' - SHALL BE LOCATED ABOVE GROUND ON PRIVATE PROPERTY, IN LINE 10/10/18 Design Review _ � 99 � 152 � 7 WITH THE SERVICE AND IMMEDIATELY ADJACENT TO THE 2/11/19 Design Review 2 �.. 100- ..............................................._ ........................................................................................................................................................- RIGHT-OF-WAY. co o 3 ��� 5. NO TREES OR SHRUBS EXCEEDING THREE FEET IN HEIGHT AT 4/23/19 Design Review 3 o X14 co O� /� `4 �'`� MATURITY SHALL BE INSTALLED WITHIN TEN FEET OF ANY PUBLIC 5/31/19 Design Review 4 _aLU 1 ... PROP 8" SEWER AND FIVE FEET OF ANY PUBLIC WATER FACILITY. N 1 3 Pvc SD KEYED NOTES (UTILITIES) 1 KEYED NOTES( ) AP 67 -40-,08 PROPOSED SEWER SITE IMPROVEMENTS SITE SECTION - EAST S1 PROPOSED 4" SEWER CLEANOUT AT 1 PROPOSED 6" CURB PER PROPERTY LINE, IE= J w� o k LV I 6 C2.0 NOT TO SCALE C2.0 - 1 PROPOSED WA TER SDRSD DWG N0. G-01 LU ................................ :. N �, ........................ � ❑2 DECORATIVE HARDSCAPE d��°�K d D°Id _?` L D..d.. O� �� /� Q PROPOSED 2" BACKFLOW ASSEMBLY (PER LANDSCAPE PLANS) ,c�. C2.0 4 �� EX PL (FOR WATER ER SERVICE) PER SWEETWA TWATER ❑3 PROPOSED SCREENED WALL/ AUTHORITY STD DWG 15-B FREE STANDING WALL (PVT) 1% f_ 0.16 (5 P.D.C., 3 MIN COVER) ( Nq� D3 64 6 41 1% 1% SEE LANDSCAPE PLAN) QROf ESSAp �� PROPOSED FIRE ® PROPOSED 2 CONCRETE r , D4 1 1 1 .... .......... SCREENED `� 1 1.05------------------------ - F1 PROPOSED 6" BACKFLOW ASSEMBLY N-I99 6 EXISTING WALL/FREE Q TRASH ENCLOSURE � No. C48358 Z )`3' �`3'1 BUILDING STANDING (FOR FIRE SERVICE) PER SWEETWATER PER LANDSCAPE PLANS '41 C50 L�L��J ..2 C� 98 '�' •7� WALL AUTHORITY SID DWG 15-A 6 PARKING AREA LIGHT ) * Exp. 6-30-2020 --- APN 67&46008 (5-FOOT P.O.C., 3' MIN COVER) ❑ s P - _ PROP (PER ELECTRICAL PLANS) �q �I���- L.. N72 08'48"E 170.00' ( CURB ® PROPOSED FIRE HYDRANT (PUBLIC) OF CxL PARKING ® PROPOSED PIV/FDC WIN 4 X7 CONIC KEYED NOTES =LMES) EX PL '�9� �3' gs ;.: }.�........................................................................................ STALL ®® PAD (PVT) PER CCV FIRE DEPT PROPOSED STORM IN (CONTINUED) Sd�d...d mm. -- PROPOSED STORM DRAIN .... .... .... D4 PROPOSED STORM DRAIN WET WELL Proposed APN 673�4�0�31 � .. .. tl A D1 PROPOSED 8" PVC STORM DRAIN PIPE WITH PUMP (PVT) BY OTHERS � � �°• C20 " ...... AN 73�4�0 3$ �" CONNECT TO BACK OF PROPOSED IE(IN)=92.0 ' Condition Plan CURB OUTLET Q PROP 8" D2 PROPOSED 4'X4' MODULAR WETLAND D5 PROPOSED ATRIUM DRAIN (PVT) PVC SD D6 PROPOSED CURB OUTLET Q:) UNIT (PVT) SEE DETAIL SHEET C5.0 � �=100.Ot PLAN VIEW TG=100.2, IE(IN)=97.7, IE(OUT)=9357 *****OUTLET NOTE***** D3 PROPOSED 8'X8' MODULAR WETLAND DRAINAGE SYSTEM DESIGNED TO UNIT (PVT), SEE DETAIL SHEET C5.0 OUTLET VIA A CURB OUTLET SCALE: 1 = 20 0' 10' 20' 40' C SITE SECTION - WEST (; TG=98.3, IE(OUT)=94.17 DIRECTLY ONTO THE SURFACE C20 �0 ALONG K STREET. SEE PLAN FOR C2 . 0 NOT TO SCALE LOCATION. EXIS71NG R/W LEGEND SOURCE CONTROL BMP CHECKLIST FOR STANDARD PROJECTS FORM 1-4 GARDEN WALL PROPERTY LINE . .................................................................................. . ---- (PER LANDSCAPE PLAN) I EXIS71NG STORM DRAIN PIPE • ••••••••••••••••••••••••••••••••••••••••••........................•• • ALL DEVELOPMENT PROJECTS MUST IMPLEMENT SOURCE CONTROL BMP's SC-1 THROUGH SC-6 AND, REFER TO CHAPTER 4 AND APPENDIX E OF THE BMP DESIGN MANUAL FOR INFORMATION TO IMPLEMENT BMP's AS CHOWN IN THIS CHECKLIST. CURB OUTLET PER EXISTING STORM DRAIN CLEANOUT ••••••••••••••••••••••••........................••••• --- ® --- NOTE: ALL SELECTED BMPs MUST BE SHOWN ON THE CONSTRUCTION PLANS. A R C H I T E C T S SDRSD D-25 EXIS71NG STORM DRAIN CURB INLET ••••••••••••••••••••••••••••••••••••........................••• === === SOURCE CONTROL REQUIREMENT APPLIED 1 ? FL 100.0f SC-1 PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 EYES [:1 NO ❑N/A 1� DMA BASIN BOUNDARY IIIIIIIIIIIII (IIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIII SC-2 STORM DRAIN STENCILING OR SIGNAGE EYES ❑NO ❑N/A ..2. ,..:.°. .. ..::..,.A SC-3 PROTECT OUTDOOR MATERIALS STORAGE AREAS FROM RAINFALL, RUN-ON, El YES El NO E N/A 2258 First Avenue ,:.....:..::A......�...: DMA BASIN ID . ................................... 8'° PVC STORM DRAIN PIPE "' RUNOFF, AND WIND DISPERSAL ELEVATION SHOWN DMA 1-3. DRAIN TO PARTIAL INFILTRATION IMPs SC-4 PROTECT MATERIALS STORED IN OUTDOOR WORK AREAS FROM RAINFALL, RUN-ON, ❑YES ❑NO E N/A ON PLAN DMA 4. SELF M171GA71NG RUNOFF, AND WIND DISPERSAL CURB OUTLET DETAIL PERVIOUS AREAS SC-5 PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND EYES ❑NO [:1N/A San Diego California 92101 NTS DISPERSAL IMPERVIOUS AREASSC-6 BMPs BASED ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS EYES ❑NO ❑N/A . ............................................................................... . ON-SITE STORM DRAIN INLETS [:1 YES ❑NO N/A mailOstudioearchitectsoom ADA REPLACEMENT AREA (REFER TO GENERAL N01E 5). ......................................... . INTERIOR FLOOR DRAINS AND ELEVATOR SHAFT SUMP PUMPS ❑YES ❑NO �N/A . � , � , , OUTLET INTERIOR PARKING GARAGES ❑YES ❑NO EN/A B SELF-MITIGATING-AREA SELF M111GA11NG AREA (REFER TO GENERAL N01E 6) • ••••••••••••••••••••••••••••••••••••••••••• • NEED FOR FUTURE INDOOR AND STRUCTURAL PEST CONTROL EYES [:1 NO ❑N/ALANDSCAPE OUTDOOR PESTICIDE USE AYES [:1 NO ❑N/A T 6192359262 F 619235.0622 ABOVE)D-25 (SEE SECTION POOLS, SPAS, PONDS, DECORATIVE FOUNTAINS, AND OTHER WATER FEATURES [:1 YES [:1 NO EN/A ROOFTOP . .......................................................................................... . FOOD SERVICE ❑YES ❑NO N/A REFUSE AREAS ❑YES ❑NO N/A KETTLER LEWECK [ifUJ �/ � -RE■ PROPOSED MODULAR WETLAND . ................................................................•••••• --- --- INDUSTRIAL PROCESSES ❑YES ❑NO �N/A STREET OUTDOOR STORAGE OF EQUIPMENT OR MATERIALS [:1 YES [:1 NO EN/A E N G I N E E R I N G VEHICLE EQUIPMENT REPAIR AND MAINTENANCE El YES NO EN/A 303 A STREET, SUITE 302 .... BMP . ............................................................................................. . ❑ / SAN DIEGO, CA 921011 o FUEL DISPENSING AREAS ❑YES ❑NO �N/A t: 619 269-3444 I f: 619 269-3459 LOADING DOCKS El YES ❑NO N/A www.kettlerleweck.com FLOW DIRECTION (STORM DRAIN) . ................................................................... o FIRE SPRINKLER TEST WATER ❑YES ❑NO �N/A FLOW DIRECTION (SURFACE FLOW) MISCELLANEOUS DRAIN OR WASH WATER [:1 YES [:1 NO EN/A D ,: �:: :::- EX R/W PLAZAS, ROOF DRAIN SIDEWALKS AND PARKING LOTS AYES ❑NO ❑N/A . ...................................................................................... . LU SC-6A: LARGE TRASH GENERATING FACILITIES ❑YES ❑NO �N/A LU SC-66: ANIMAL FACILITIES El YES ❑NO N/A s � DECORATIVE HARDSCAPE. .......................................................................... . o SC-6C: PLANT NURSERIES AND GARDEN CENTERS [:1 YES [:1 NO EN/A _ _ ". ........ � SYN1NE71C TURF • ••••••••••••••••••••••••••••••••••••••••••••.............................. . SC 6D. AUTOMOTIVE RELATED USES ❑YES ❑NO EN/A LU DISCUSSION / JUSTIFICATION FOR ALL "NO" ANSWER SHOWN ABOVE: co WATER QUALITY AND HYDROMODIFICATION NOTES: UJ 1. THE PROPOSED PROJECT SHALL RESULT IN NO INCREASE IN PEAK STORM RUNOFF. REFER TO THE UJ PROJECT'S PRELIMINARY DRAINAGE STUDY. z " I a ,�"� 2. INE PROJECT IS EXEMPT FROM INE STA IES HYDROMODIFICAIION RE UIREMENTS AS INE S11E IS Z SITE DESIGN BMP CHECKLIST FOR STANDARD PROJECTS FORM I 5 � Q Q 1 HARD LINED DIRECTLY TO SAN DIEGO BAY. , �' .�' ALL DEVELOPMENT PROJECTS MUST IMPLEMENT SITE DESIGN BMPs SD 1 THROUGH SD 8. REFER TO CHAPTER 4 AND J 3. THE PROPOSED FINISH GRADING AND DRAINAGE DESIGN INCLUDES DIRECTING RUNOFF ONSITE TO A Q Y APPENDIX E OF THE BMP DESIGN MANUAL FOR INFORMATION TO IMPLEMENT BMPs SHOWN IN THIS CHECKLIST. " " TREATMENT BMP BEFORE DISCHARGING OFFSITE IN TO THE ADJACENT PUBLIC STREET. co " NOTE: ALL SELECTED BMPs MUST BE SHOWN ON THE CONSTRUCTION PLANS. w " 4. THE FINAL DESIGN OF THE BMPS WILL OCCUR DURING THE FORMAL BUILDING PERMIT PHASE. 5. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT THE OWNER SHALL ENTER INTO A MAINTENANCE Q SOURCE CONTROL REQUIREMENT APPLIED 1 ?. u UJ - Q AGREEMENT FOR THE ONGOING PERMANENT BMP MAINTENANCE. SD 1 MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES YES NO EN/A w 6. PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT THE OWNER SHALL INCORPORATE ANY - YES NO EN/A SD 2 CONSERVE NATURAL AREAS SOILS AND VEGETATION CONSTRUCTION BEST MANAGEMENT PRACTICE NECESSARY TO COMPLY W11N THE CITY OF CHOLA VISTA � j SD-3 MINIMIZE IMPERVIOUS AREA EYES ❑NO ❑N/A STORM WATER REQUIREMENTS Q SD-4 MINIMIZE SOIL COMPACTION EYES ❑NO ❑N/A SUMMARY OF WATER QUALITY AND HYDROMODIFICATTON PRELIMINARY DESIGN CR17ERIA: SD-5 IMPERVIOUS AREA DISPERSION EYES ❑NO ❑N/A tU _ /,,, 1. HARVEST AND REUSE NOT APPLICABLE TO THIS PROJECT. d I L� - SD-6 RUNOFF COLLECTION ❑YES ONO ❑N/A i 2. FULL AND PARTIAL INFILTRATION NOT FEASIBLE (SEE WORKSHEET C4.1 1 ON SHEET C5.0 PROVIDED BY SD-7 LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES EYES [:1 NO [:1 N/A I THE GEOTECHNICAL ENGINEER). _ YES NO N/A FS FS ir,„ i� , mm % r 3. BIO-FILTRATION SELECTED (I.E. MODULAR WETLAND - SEE DETAIL ON SHEET C5.0)) AS THE POST SD-8 HARVESTING AND USING PRECIPITATION ❑ ❑ d7 0 I DISCUSSION / JUSTIFICATION FOR ALL NO ANSWER SHOWN ABOVE: Z �� � ��� CONSTRUCTION BMP. � 4, PROJECT IS HYDROMODIFICARON EXEMPT. PROJECT PROPOSES NO GREEN ROOFS JJ ks. {y U Y .. -" W 1 � HARVESTING AND USING PRECIPITATION DEEMED INFEASIBLE PER STORMWATER PERMIT DEFINITION Q z 0 � ����,, .�,"�,� ., � � k ,� � 5. WATER QUALITY AND HYDROMODIFICA110N CALCULATIONS SHOWN HEREON INCLUDE. Z= {f o 1 r �7; ''I BMP NA 11 VE SOIL TYPE: D (U woIrl i ,� , i �7 I RAIN GAUGE. LINDBERGH SITE DESIGN AND SOURCE CONTROL BMP OPERATION AND MAINTENANCE PROCEDURE +� MIM NAT �r��.���5 "�''�''' ''"7'��57n�' � • BMP TYPE. MODULAR WETLAND L •- 00 toNt IPROJECT SLOPE: FLAT 0&M RESPONSIBLE PARTY DESIGNEE: 4_0 > mmmmm LOW FLOW THRESHOLD NIA DESIGN CAPTURE VOLUME TREAMENT ONLY INSPECTION MAINTENANCE SHEET / ( / ) BMP DESCRIPTION FREQUENCY FREQUENCY MAINTENANCE METHOD QUANTITY NUMBER i STORM WATER PROTECTION NOTES SITE DESIGN ELEMENTS - UJ � 1 Al ANNUAL SEMI-ANNUAL VISUAL INSPECTION 4 SEE C3.0 EX PL - - - 1. THIS PROJECT IS SUBJECT TO MUNICIPAL STORM WATER PERMIT ORDER N0. R9 2013 0001 & RISK LEVEL E DESCRIPTION. SEE FORM I 5 ABOVE Lco U iu SOURCE CONTROL ELEMENTS ANNUAL SEMI-ANNUAL VISUAL INSPECTION 8 SEE C3.0 Q ® SWPPP }; Z � 1 1 �: ❑ CGP RISK LEVEL 1 ❑ CGP LUP TYPE 1 DESCRIPTION: SEE FORM 1-4 ABOVE C� UJ o ❑ CGP RISK LEVEL 2 ❑ CGP LUP TYPE 2 N � N EX PL ❑ CGP RISK LEVEL 3 ❑ CGP LUP TYPE 3 POST-CONSTRUCTION PERMANENT BMP r U 2. WDID NO.: TBD (FINAL ENGINEERING/BUILDING PERMITS) OPERATION & MAINTENANCE PROCEDURE DETAILS a) LU � � rr f1 mmi � � J. CHECK ONE CL STORM WATER MANAGEMENT AND DISCHARGE CONTROL MAINTENANCE AGREEMENT APPROVAL NO.. XXX Cfl o � ❑ THIS PROJECT WILL EXCEED THE MAXIMUM L Z DISTURBED AREA LIMIT THEREFORE A WEATHER 0&M RESPONSIBLE PARTY DESIGNEE: PROPERTY OWNER UJ M C) TRIGGERED ACTION PLAN (WTAP) IS REQUIRED. i O BMP INSPECTION MAINTENANCE SHEET ■ THIS PROJECT WILL FOLLOW PHASED GRADING U ' to MAINTENANCE METHOD QUANTITY M _ or7 r tO NOT TO EXCEED FIVE (5) ACRES PER PHASE. DESCRIPTION FREQUENCY FREQUENCY NUMBER ` . , M LL NOT APPLICABLE MODULAR WETLAND UNITS ANNUAL SEMI - ANNUAL VISUAL INSPECTION 2 C3.0 cn I Sgp 4. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE SWPPP AS APPLICABLE. REMOVE DIRT TRASH DEBRIS _ I I u� 5. WATERSHED: SWEETWATER AREA TABLE Projectd 6. HYDRAULIC SUB AREA NAME: LOWER SWEETWATER, TELEGRAPH 17-123 7. HYDRAULIC SUB AREA NUMBER: 909.11 IMPERVIOUS PERVIOUS BMP AREA UJ co �} I '�Kti I Q ID# DMA TYPE AREA (SF) AREA (SF) (SF) TOTAL (SF) TOTAL (AC) 10/10/18 Design Review '� GENERAL NOTES cn L J 1 DRAINS TO BMP1 31,245 SF 5,207 SF N/A (*) 36,452 SF 0.83 AC 2/11/19 Design Review 2 co 11. ALL UNDERLYING SOILS GROUPS ARE TYPE D BASED ON COUNTY OF SAN DIEGO SOILS MAP. co 2. GROUNDWATER WAS NOT ENCOUNTERED DURING GEOLOGICAL TESTING. REFER TO ATTACHMENT 6 OF THE 2 DRAINS TO BMP2 8,876 SF 2,488 SF N/A (*) 11,364 SF 0.26 AC 4/23/19 Design Review 3 0 ° co SWQMP FOR MORE INFORMATION. 5/31/19 Design Review 4 X , J. THERE ARE NO EXIS71NG ONSITE NATURAL HYDROLOGIC FEATURES 3 DRAINS TO SELF MITIGATING 680 SF 901 SF N/A (**) 1,581 SF 0.04 AC 9 4. THERE ARE NO ONSITE CRITICAL COURSE SEDIMENT YIELD AREAS i 1 4 DRAINS TO ADA REPLACEMENT 2,167 SF 1,242 SF N A * 3,409 SF 0.08 AC ■ �: :, 5. AREA SHOWN WILL BE REMOVED/REPLACED WITHIN THE SAME ALIGNMENT/LIMITS FOR ADA COMPLIANCE / ( ) Q "'° PURPOSES, AND THEREFORE, EXCLUDED FROM THE WATER QUALITY TREATMENT AND HYDROMODIFICA110N µ S REQUIREMENTS FOR THIS PDP PROJECT. TOTAL SITE AREA: 52,806 SF 1.21 AC Q 6. SELF MITIGA71NG AREA FOR THIS SPECIFIC PROJECT WILL BE LIMITED TO 1,581SF WHERE SHOWN HEREON. *REFER TO GENERAL NOTE 5 0 **REFER TO GENERAL NOTE 6 UJ s �.... Flow Based Sizing ry co STRUCTURAL BMP SUMMARY II The MWS Linear can be used in stand alone applications AREA (SF) AREA (SF) PONDING SOIL MEDIA GRAVEL OR ICE Sto meet treatment flow requirements. Since the MWS BMP ID TYPE (REQUIRED) (PROVIDED) ( ) ( ) ( ) ( ) Q fESS� N DEPTH IN DEPTH IN DEPTH IN SIZE IN RO O -ter Linear is the only biofiltration system that can accept O C. ql ■ ' infLow pipes several feet below the surface it can be 1 MODULAR WETLAND N/A * N/A N/A: MODULAR WETLAND SEE DETAIL ON SHEET C5.0 used not only in decentralized design applications but also as a large central end-of-the-line application for u 2 MODULAR WETLAND N/A (*) N/A N/A: MODULAR WETLAND (SEE DETAIL ON SHEET C5.0) No. C48358 z �r LL, m • I � ��� " " � maximum feasibility. c(- Exp. 6-30-20200 ;0 Q Treatment Flow V-1% Sizing Table N/A (*): FLOW BASED SIZING - SEE BELOW �IVIL�F \�' : OF CAI BMP NO. 1 J WetlandMedia Treatment Flow Model# Dimensions (HMP EXEMPT-DCV ONLY) NOS Q , Surface Area Rate (cfs) z FLOW RATE: Q=CIA=(0.76)(0.2)(0.83)*1.5= 0.19 CFS t GROUND FLOOR HEREON M o�LLM OF r I n MWS-L-4-4 4'x 4' 23 ft 0.052 �mmM MWS-L-4-6 4'x 6' 32 ftZ 0.073 MWU SIZE: MWS-L-8-8 (SEE TABLE THIS SHEET) BUILDING AND, HOWEVEI%TM�L Drainage �-:: .:;;• -� BE COVE PAFY0I0 AND LMTB OF DMA'8 MWS-L-4-8 4'x 8' 50 ftz 0.115 �� �HEREON ARE 8A81®�THE Management ��� MWS-L-4-13 4'x 13' 63 ftZ 0.144 BMP NO. 2 w" EX PL i HMP EXEMPT-DCV ONLY PROJECTED�DNG ROOF PLAN. Area Plan ■ ■ ■ ■ ■ '" MWS-L-4-15 4'x 15' 76 ft 0.175 ( ) 2 ALL WM DRAINAGE SHOWN HEREON�L r�iN I 7 C -I r�i�I MWS-L-4-17 4'x 17' 90 ft 0.206 FLOW RATE: Q=CIA=(0.67)(0.2)(0.26)*1.5= 0.05 CFS OUrLET/DSCHARGE TO THE CURI9+ACE ALONG K Arty �J �J�iJOJ�J ���J���J�� MWS-L-4-19 4'x19' 103ft2 0.237 STAT STUDIO I PER MWU SIZE: MWS-L-4-4 (SEE TABLE THIS SHEET) PLAN VIEW MWS-L-4-21 4'x 21' 117 ftZ 0.268 ' MWS-L-8-8 8'x 8' 100 ft2 0.230 " MWS-L-8-12 8'x 12' 151 ftz 0.346 = 0' 10' 20' 40' MWS-L-8-16 8'x 16' 201 ftZ 0.462 C3 . 0 SCALE: 1 20' LEGEND CONSTRUCTION NOTES ITEM SYMBOL O INSTALL INLET PROTECTION (SEE DETAIL SHEET C5.0) PROPOSED IMPROVEMENTS PROJECT BOUNDARY ..........................................................................................• • — — — — O INSTALL FIBER ROLL (SEE DETAIL SHEET C5.0) A R C H I T E C T S .... . EX R W EX R/W EXISTING RIGHT-OF-WAY . .................................................................................... . R/W rr... O3 INSTALL CONSTRUCTION STABILIZATION ENTRANCE/EXIT - " coy PROPOSED LIMIT OF WORK (LIMITS OF GRADING) ............................................................... . —11-11-11 (SEE DETAIL SHEET C5.0) DRAINAGE FLOW . ............................................................................................... . __._ --W.- - 4 INSTALL SILT FENCE SEE DETAIL SHEET C5.0) 2258 First Avenue O5 ap INSTALL VELOCITY CHECK DAM i STABILIZED CONSTRUCTION ENTRANCE . ......................................................................... . -t (SEE DETAIL SHEET C5.0) K STREET o8 0 88 0 08 o O6 INSTALL BONDED FIBER MATRIX (PER LANDSCAPE PLANS) O7 INSTALL GRAVEL BAGS (SEE DETAIL SHEET C5.0) San Diego California 92101 [-,7-T- TEMPORARY TEMPORARY SILT FENCE . ....................................................................................... . O O O 70 10 �. i0G'3 1TEMPORARY FIBER FOLL. ......................101 '9 INLET PR07EC71ON . ..........................................................................•••••• rrra i l Ca?stud i oea rch i teas.oom - f J f TEMPORARY GRAVEL BAGS . ..................................................................................... . r BONDED FIBER MATRIX T 6192359252 F 619235.0622 ....... .................. M.. CONCRETE WASTE STORAGE (CW) Q . .... ....... Vqu m z V u — 0 IA � � 1 � ur � �y � � SOLID WASTE STORAGE (SW) CW SW KETTLER- LEWECK .......... SANITARY SEWER WASTE STORAGE (SSW) LU .............................._ ° - mm • ..... Y 'a. qU1`"I I -.. N � , ENGINEERING Q ................... I I:..L V��U... EX R MATERIAL STORAGE (MS) /W HAZARDOUS WASTE SSW 303 A STREET, SUITE 302 [if °°° ( ) SAN DIEGO CA 92101 ° R/�1�...- ........................................ W V ' a r _ t: 619 269-3444 I f: 619 269-3459 _t Ewww.kettlerleweck.com — _ EROSION CONTROL NOTES `� , E moo ° i ::::::::: � � � �W � " .. O .. O O . r r , O O r r r r r r r r r O r r r " o . rrrr rrr. 1. N CASE EMERGENCY WORK IS REQUIRED, CONTACT (TBD) AT (TBD), 24 HOURS A DAY. o r r r r rrr r r r r r r r r r r r 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 1 ALL NECESSARY MATERIALS SHALL rr . rr . r r r r r r r ° o I r r r CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT - - rrrrrrrrrrrrrr ," � I E U (0 5). Ji 0= o BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DSA INSPECTOR. . . r r r r r [ifr r r r rrr Ji r r rrr 0 3 rrr rr'r .rrr .rrr rrrr rrr- 'rrrrrr 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE DSA INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. o rrr rrr, rrrr rrrr rrrr - rr rrrr.•yrr. r 4 rrrr rr r rrr r - rrrr .. .. r r rr . • r g r r r ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE DSA INSPECTOR DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN r r . r 6 r - rrr rrr r r r r r r r r r r r r r r::.... .. .. . r r r r rrrr r r rr r r r 5 THE CONTRACTOR SHALL INSTALL o r . . . r r r r .. . ° � r r r r r r r r r r r r r r rrr ,:::: r r rkrr . rr CIRCUMSTANCES WHICH MAY ARISE. r SI::fl PAR �� : � 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. � I LUrrr rr rr I"I IVB � r rr rr U) C rr r r r r r r r r r rrr r r� I . D .............................................................. r r r r rr rr r r r r rr rr rr rrrrr r r -, rrrr rrr r r r - ' r r rrr - � 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON 0 o r r r r r r r rr'.r-r'Crr 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. r-r'rrr.'rr-.'rrr '� ., Ji ° - rr • - .r r .r - rrr .rrr rrr , r r "� 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT . - _ 9 .rrrrr � " . o r r r r r ( 0 ) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL r z 5 rr rrr rrr rrrr rrr rrrr rrr r r r .... r r r r r . rr rr r .... rrr r r r r r r r rrr r rr r r r r r r Q r r r r .... rrr .... . r . r . r r r �. r ............ ............... rr rrr rrr rr � �.. ....0 rr r rr rrrr rrrr rrrr rr . rrrr yr Z pIIII STORMWATER POLLU11ON CONTROL POST CONSTRUCTION BMP NOTES u 4 r r r r r r r . r . r r r r rr yrr.rr I 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR r r . r .r. .rr •.rrrrr r rr rrrr .rrr . • TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. LLI w I_ _ _ ` r I_ _ J U I 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT APPROVAL OF THE DSA INSPECTOR. C) i rrrrr. r-rrVr-rrVr..r*r.rr*r.rr 3 u " 673-460-08 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE ICUr r r r r r r r rrrrr r r 000 FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS F. F S r r rrr -rrrrrrr . rr .rrr 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. C - ' r r r. r r. r r. r rr r ww r ww r ww rr r r rr r rr r r rr r r.rr• r r r r II 5. DRIVEWAYS SHALL HAVE A MINIMUM 2 % CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND V DISCHARGE ADEQUATE ° r rrr rrr . rE, uSlI'IG B 6ALL STORMWATER IMP/BMPACILITISSHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT APPROVAL OF THE DSA INSPECTOR. Ji ' .�L�l .W.W.r. r rr rrrr rrr rrr rrrrrrr . 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. _ r r - - - - r r yr rr. rrr .r�r r .rVr I 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE 5 r r r r r r r r r° °....•' rrrr r r r r AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM 4 V,, z � :::::: r r r T o rr r — I ,,, � SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND 0 PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA 0 leC ;;;;; rrrr rr. — THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT co ....-....Ji[If NI '.....-....'.r.....�. r r DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH ACITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC[if �+ Q ( rr rrr .rrr r .rrrrr SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE V 1O G. ,m rrrrrr r r . r rrrrrrrrrr rr rrrr .. �(. ILL 0° r rrr. rrrr :: •V S EX PL r rr`r rrrr rrrr rrrr rrrr r r rrrrrrr r r STORMWATER POLLUTION C OWROL BMP NOTES RELATIVE TO TION ACIMIIES }' ° d r r r r r r r _ r r r r rr � r r r r ,� mm r r :: r .. r . r r r r r :: r r r r r r rrr rr r r rr rr rrr �.. rrr. rr r . r rr rr r rr r r r r r r r r r r r r r r r r CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE rr r r r r rr r r rrr r r r rr r rr r r r r r r r r r r r r r r r rrrr CONCRETE WASHOUT �� Ji .... r r r r r r r r r r r r r . r . r r r rrrrrrrr ' . .- CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM U) � rr r r rrr rrr _ r r r r r r r r r rrrr rr r r rrr r rrrrrr r r rrrrr rrrr rr w OR ANY RECEIVING WATER. CONTRACTOR SHALL T A SIGN DESIGNATING THE WASHOUT LOCATION. r r r V..-...V..V�.rM.V-..rrrrr yr +rrr rr POS r ..""... WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH rr rr rr . r r r r r r r rr rrr r r rr r rrr rrr r 6 r w � r r r r r r rrr rrrrrrr rrr °Vrr CONSTRUCTION SITE ACCESS U . r r r rrr r r rrr r r r r - � r r r r r r ..... OR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS z r r r r r r r r rr r r r r . 5 r rrr 3"S CORRUGATED STEEL PANEL /PLATES N r r r r r r r rr C • r r r r r r r r rrr . r r r r r r r r rr r rr rr Ji r r r r r r PL N cp p ... .............................................................. r r r r r CRUSHED ROCK AN OR ILL °���, EX D/ S L r rr rr . r rr r r r r APN 673-46 0J 07 a) " r r r r rrr r r U) co rr r r r r r rr rr •rrrrrr rrrrrrr rrrrrrr rrrrrr' rr r rr r rr r A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL . .... rr rr r tf r r rr . . r r r r r r r r � r r r r r r r r r r r rrr , r CONSTRUCTION VEHICLES j} rrrr /�� J A�� r r Q / W 88pp r r r r Y Ji °° r r r r r r r MAJOR REPAIRS SHALL BE MADE OFF-SITE. r r r rrr.r•rrrrr r Q r rrrr r rrrrrrrr'"" ���°*;���. [if z Ji rr rrr rrr ..:........._.....� rr rr r rr r rr r M I (0 O . . '— 1 r � S°. , EROSION CONTROL O Q 4 rD mrd '� I I"I I8 I.. .. 1 u EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES M LU Go 4 SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. O ' -_ ::: O Ji I �ti I I u0'' I V° V°u"° NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. M o ry„ �„ — �b ... �— Y ... � DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND o TEMPORARY EROSION CONTROL MEASURES. - � ° 5 ...000 . REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. Project 17-123 DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. LU 10/10/18 Design Review TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY .................................. mm , • 2/11/19 Design Review 2 '�,, I " PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. I MI ISI .. .. 4/23/19 Design Review 3 U PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE 5/31/19 Design Review 4 LU .............................................................. x WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. LU U 2 ON-SITE CONSTRUCTION MATERIAL STORAGE ° 2 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE ............................... APN 673-460-08 RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE o 'k q " b STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER 5 FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE ° ' 911111 � � " PERIMETER AT ALL TIMES. Id V MIDI Lc.) r:,,, � ` � , . .................................. 5 5 5 � TRAINING � ..... ..... 4 CONTRACTORS, EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF CHOLA VISTA SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF CHOLA VISTA STORMWATER POLLUTION 2 CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS QRpf ESS/pN ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES ��0 C. q% F — --I } 4 4 WASTE MANAGEMENT Cl) z ( CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE G N0. C48358 WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. c Exp. 6-30-2020 .. Tei :. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. `req ����� `P DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH �OF CAI.�F� ..° IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. .. Q wµµ EX PL I `� ``" w w N MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. ---- .... � NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE Erosion APN 673-460-31 APN 673-460-38 a HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. � d Control Plan POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE STUDIO I PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS PLANVIEW AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED SCALE: 1 = 20 0' 10' 20' 40' AWAY FROM CONSTRUCTION SITE C4 . 0 PATENTED W PE '\ CEL ( UMNOMED14 RIUER BEDVEGETATIONSTUDIO I NOTE: SPECIFIC SITE DATA TO BE VOIDMAREA EXIS77NG RIW PROVIDED ON FINAL SHOP yil'% "JI/V ARCH I T E C T S VER77CAL--, PLANT AONHOLE� UNDERDIWN ESTABLISHMENT MEDM GARDEN WALL DRAWINGS. INFORMATION SHOWN MANIFOLD (PER LANDSCAPE PLAN) HEREON IS PRELIMINARY ONLY. 2258 First Avenue CURB OUTLET PER SORSO D-25 C5_ FL 100.0EPRE—FILTER Son Diego California 92101 CARTRIDGE L OUTLET PIPE 8" PVC STORM DRAIN PIPE LLQ L SEE NOTES L L LIL Lax ELEVATION SHOWN 6� 8' o" 6 ON PLAN rruil@studioearchitectsoom INLET PIPE SEE N07ES \-DRAIN DOWN FILTER LEFT END VIEW A&_8ECTI10N 'DD' PLAN VIEW DRAIN DOWN LINE MOM TRA TIONIPRETREA TMENT NOT TO SCALE T 619.2359252 F 619.235.0522 z 0 KETTLER?0- LEWECK LU f E N G I N E E R I N G 303 A STREET, SUITE 302 z < SAN DIEGO, CA 92101 MANHOLE 0 PER LANDSCAPE PLAN) 6 CURB PER SCREENED WALL E NA" �Vld;�� SDRSO G-01 t: 619 269-3444 1 f: 619 269-3459 T" www.kettlerleweck.com TCARIM co F><] z PROPOSED 8X8' MODULAR PROPOSED WET WELL WITH PUMP WETLAND UNIT (PVT) (PVT). SIZE TO BE DETERMINED INSTALLATION NOTES DURING BUILDING PERMIT PROCESS. LU [if 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND UJ INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURrENANCES IN ACCORDANCE WITH THIS DRAWING AND THE IE OUT 0 MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN 221 MANUFACTURERS CONTRACT [if 0 LU 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER ION 8" PVC 8" PVC STORM DRAIN > 60 81— 6 x J) RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY STORM PIPE D 9'-0"— THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFYRIGHT END VIE 1XI DRAIN X no LU PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS DISCHA RiGE1810FIL TRA TION UJ ELEVA TION VIEW PIPE J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. T: 7 i z < 8m(PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE - -- - - - - - z MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS PVC < AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON—SHRINK STORY DRAIN PIPE GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL co MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS UJ 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING I- PIPES. TREATMENT FLOW (CFS) 0.2JO SECTION 'E-E' [if 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, < NOT TO SCALE UJ MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND OPERATING HEAD (FT) J.4 T HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE 6 DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION PRETREATMENT LOADING RATE (GPM/SF) TBD GENERAL NOTES WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 [if 0 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. THE PRODUCT DESCRIBED MAY BE PROPRIETARY AND CONFIDENTIAL: MWS-L-8-8-V LU 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO PROTECTED BY ONE OR MORE OF T THE FOLLOWING US PATENTS.- THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE M 0 D U L A R CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS S TORM WA TER B10FIL TRA TION S YS TEM ILL 7,425,262, 7,470,J62,* 7,674,J78,* PROPERTY OF MODULAR WDIANDS SYSTEMS ANY "I 8,303,816, RELATED FOREIGN REPRODUC77ON IN PART OR AS A WHOLE WITHOUT THE WRITTEN AND ACCESSORIES PLEASE CONTACT MANUFACTURER IF1 1_ANI""t ' 0 STANDARD DETAIL o PATENTS OR OTHER PATEN75 PENDING PERMISSION OF MODULAR WETLANDS SYSTEMS IS PROHIBITED. .1 Modular we?Ibnd, 1 (855)5MOD-WET z Cy) 0 LU co If MODULAR WAND UNIT L-8-8-V) (PT.) DETAIL < U 0 z T NTS UJ 00 4-1 0 C/5 0 J) 4_0 > LU co NOTE: SPECIFIC SITE DATA TO BE UJ co PROVIDED ON FINAL SHOP 0 UJ V, zPATENTEDI-07LLT PIPE D DRAWINGS. INFORMATION SHOWN LU PERIMETER SEE NOTES vg I CIL a) u) 'D VOID AREA a) ILL 0 HEREON IS PRELIMINARY ONLY. 9r� 4-1 J) U) tf WE7ZANDMEDM LUr. a) BED CY) Q_ (C) 0 LU z Cie) UJ VER770 PRE—• RL 7ER UNDERDRAIN CARTRIDGEO MANIFOLD o cjihfl7oiEkAiGj ' Cie) LL < 0 UJ MIN, [if DRAIN DOWN LINE-1 ON y f—Om 6" 4�— 6m PLAN VIEW co LEFTEND VIEW Project 17-123 BIORL TRA TION LU 10/10/18 Design Review 2/11/19 Design Review 2 co 0 co 4/23/19 Design Review 3 z 0 co co 5/31/19 Design Review 4 LU X Iiii TION LU PLANT < o 4 ESTABLISHMENT ;`s,� rrCSL CSL CURB HATCH V 1" Q< MEDIA [OPENING INSTALLATION NOTES < 0 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND CURB opENrNo FLOW CONTROL INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND A RISER LU APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER 0 ESS/ON RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY 1E OUT MANUFACTURERS CONTRACT THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. 6m (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE 5'-0" 6m MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS RIGHT END VIEW No. Exp.No. C48358 6-30-2020 AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON—SHRINK ELEVA TION VIEW PRETREATMENT/DISCHARGE GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL ClvjL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS OF C 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. TREATMENT FLOW (CFS) 0.052 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND OPERATING HEAD (FT) J.4 HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE Details 6 DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION PRETREATMENT LOADING RATE (GPM/SF) TBD GENERAL NOTES WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. THE PRODUCT DESCRIBED MAY BE PROPRIETARY AND CONFIDENTIAL: 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO PROTECTED BY ONE OR MORE OF MWS-L-4-4-C CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT 01,MENSIONS, WEIGHTS THE FOLLOWING US PATENTS.- THE INFORMATION CONTAINED IN THIS DRAWNG IS THE SOLE M 0 D'I U L A R S TORM WA TER B10FIL TRA TION S YS TEM 7,425,262, 7,470,J62,* 7,674,J78,* PROPERTY OF MODULAR METtANDS SnTEMS ANY 1F'1' _AN1' AND ACCESSORIES PLEASE CONTACT MANUFACTURER 8,303,816;RELATED FOREIGN REPRODUC77ON IN PART OR AS A WHOLE WITHOUT THE WRITTEN PATENTS OR OTHER PATEN75 PENDING PERMISSION OF MODULAR WETLANDS SYSTEMS IS PROHIBITED www,Modu]arWe?1ands,ll 1 (855)5MOD-WET STANDARD DETAIL MODULAR WETLAND UNIT (MWS L-4-4-C) (PVT.) DETAIL X C5 . 0 NTS OPENING AT INLET 3'-0" (PARKING AREAS) NOTE: 2424 CAST IRON GRATE 2424 TOP SECTION (WITH GALVANIZED FRAME) 20' MIN. TRAVELED WAY �� 5'-0" (DRIVEWAY) CONCRETE SHALL STUDIO I BE 560 C 3250 PARKWAY 112 lbs. A R C H I T E C T S EMBED FIRST ROW EMBED FIRST ROW '"' iia =111 11111j111���111=�'` 12" MIN =III=III=III=III=III=III 111= OF GRAVEL BAGS OF GRAVEL BAGS 2424 STEEL GRATES / i'�' // -� -� -1 I I-1 I I-1 I I-1 112 ROUNDING HALF DEPTH HALF DEPTH PROFILE BAG EMBEDDING DETAIL (TYPICAL) PARKWAY 48 lbs. , 3"-6" COARSE AGGREGATE GRAVEL BAG DETAILS TRAFFIC 03 lbs. /„ 2258 First Avenue a NOT TO SCALE ,�p� . . S„ <, n a a x ���i" SEE EXIS71NG GROUND PUBLIC TRAVELED WAY � G CHART PLAN 1\3 �F�•� 26" 20' MIN. �� � / San Diego California 92101 2 BAGS HIGH ° e° 0 °°�0 �� �� 0 2424 LOWER SECTION NO FRAME 14'MIN. °° o ��, ��, ® LOW POINT ( ) °° °° °�° l ���� RIBBON GUTTER PVT. DETAIL ° °8 �° r 1 r ( ) �( /� NOTE: USE 12", 18", 24" LOWERS TO ° 8 O O ° °� �O �O NTS 26" INCREASE DEPTH UP TO AMAXIMUM OF 72" mail@studioearchitects.00m Z Z Q0PROVIDE APPROPRIATE BETWEEN STABILIZED CONSTRUCTION 2 1/4" ENTRANCE AND PUBLIC TRAVELED WAY 3 BAGS HIGH *NDS ATRIUM GRAVEL GRAVEL TYPICAL INLET DETAIL 2424 STEEL COVER %� ' POLYOLEFIN GRATE ��/ �''"��/ T 619239262 F 619230622 STABILIZED CONSTRUCTION ENTRANCE BAGGING ON BAGGING ON ��'' ���� ///// WITH U.V. INHIBITORS ""////// NTS X PARKING LOT BIORETENTION % // 24" IN SHRUB AREAS PARKWAY 81 lbs. „��� %�/��' ������� TRAFFIC 114 lbsKETTLER- LEWECK '°' SWALE 00 . '��' Ji SEE PLAN FOR FINISH / ENGINEERING z BACK OF SIDEWALK p1p�p � ��'"� S E 303 A STREET, SUITE 302 ��� 0-0�0-0 SAN DIEGO, CA 92101 A GRAVEL BAGS OVERLAP SURFACE AT TOP OF GRATE m � 0-�0-01 CHART o®o- 0 0�0- ,,,, o ONTO CURB SLOPE TO DRAIN0-0-4-0#0 %% t: 619 269-3444 1 f: 619 269-3459 Q GRAVEL FILLED SANDBAGS SLOPE TO DRAIN ��T��f 0 %' CATCH BASIN p , www.kettlerleweck.com ARE STACKED TIGHTLY o BACK OF CURB z CURB INLE COMPACTED SOIL 0 �������� III 111=1 I I =1 I _ 1- NDS f66 — 26 v4" �s1TT� 26 1/4" —I I—I 11=1 11=1 I 6" DRAIN 'S „ RISER PIPE (LENGTH AS 34 34 III—I LU ((( (�( REQUIRED) OR APPROVED EQ (� NDS 1201 SPEE-D BASIN 3 FT (0.9 M) MIN. W OR APPROVED EQUAL 62 DRAIN PIPE NOTES: 2424 BOTTOM SECTION (WITH OR WITHOUT FRAME) A PLAN VIEW RUNO (SIZE PER PLAN) 1. GRATES AND COVERS AVAILABLE PAINTED BLACK OR GALVANIZED w CURB INLET GAP BETWEEN BAGS INVERT ELEVATION 2. "ADA"GRATES AVAILABLE IN PARKWAY&TRAFFIC Ji PONDING HEIGHT SIDEWALK ACTS AS SPILLWAY PER PLAN 3. "HEEL PROOF"GRATES AVAILABLE IN PARKWAY ONLY SPILLWA THREE LAYERS OF GRAVEL BAGS ( ) r��/' zWITH ENDS OVERLAPPED } C.. 4. A TOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIRED z CRUSHED STONE 24„ = BCA TCH ASH GRAVEL BAGS X . KNOCK-OUTS `° SECTION A — A - NOTES: NTS 2424 T6 6" 270 NONE 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET 2424 T12 12" 495 (4) 6" x 11" f �/ SEE SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE CHART T FROM RUNOFF. 2424 T18 18" 745 (4) 9" x 12" PVT. DETAIL NDS ATRIUM AREA DRAIN ° 2. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE 2424 T24 24 870 4 14 x 14 y FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. NTS = 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO ' 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR (IN LANDSCAPE AREAS) , [if4 BY 4 IN (10 BY 10 CM) THE POSTS EXTENSION o OVERFLOW. TRENCH UPSLOPE FROM AND SECTION HT. LBS KNOCK-OUTS Ji 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. ALONG THE LINE OF POSTS 2424 E6 6" 270 NONE 4 SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY Q z' *NDS ROUND IMMEDIATELY. 10' MAX. ADA COMPLIANT GRATE IN ACCESSIBLE AREAS POLYOLEFIN GRA 7E z �, N • r ° WI7H U.V. INHIBI TORSSECTIONHT. LBS KNOCK-OUTS 34 34 Lucif GRAVEL BAG INLET PROTECTION X / ��j ���- III I I SLOPE TO DRAIN SLOPE TO DRAIN 2424 L12 12" 495 (4) 6" x 11" �--+ Q co [ifLU NTS �'"' " I " "4 " / �j — — — — — — 2424 L18 18" 745 (4) 9" x 12" V "iM4 I " - =I =III=III=I I I I=III=III COMPACTED SOIL „ 2424 L24 24 870 (4) 14 x 14 CU ° 1"X1"X2' STAKED ��— = III—III—III =1 ISI 1- NDS #66 — +� —ISI=ISI=II IL=ISL=ISI- c_n ° AT 4 ON CENTER I 6 DRAIN L 4 IN (10 CM) (I((�((I(( I I=I (_ RISER PIPE (LENGTH AS BOTTOM SECTION HT. _ KNOCK-OUTS �� REQUIRED) OR APPROVED EQ LU J. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE VARIES =—,I (�I NDS 201 SPEE-D BASIN 2424 B30 30" 1595 (4) 18" x 18" // ' FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. # 2424 B36 36" 1905 4 18" x 18" U) LU / �� / /// FIBER ROLL OR APPROVED EQUAL ( ) �' �� ' (8" DIAMETER) co �/ �� /� ��) DRAIN PIPE V LU ,// / 1 FILTER FABRIC /) SIZE PER PLAN a-% ' /�j / / ' �' II 1 ===_ = N LU / , WIRE �� III—III—III—I::: .:;.; :: — _ _- INVERT ELEVA77ON BROOKS BOX (PVT.) DETAILS W � //�/ ��, :I I II I II I II I II I II I II I II I I=1I I=11I II I II I II I II I I--. (PER PLAN) NTS X aL-+ N � / I-1 I I-1 I I-1 I I-1 11- � q CRUSHED STONE /LU 2" CL -III-III-III-III-III=III- tfN ,I I PREFABRICATED SILT FENCE MAYBE Cfl O i USED IN LIEU OF IN PLACE 3-0 T =III-11 O LU — 11I-1 I I-' CONSTRUCTION. M O [if3" 4" 3" 2 1/2" 6" 2 1/2� 6" 6 —0 8" O ' NDS ATRIUM AREA DRAIN PVT. DETAIL 4" 4[if " MIN. REINF. CM LL, Q FIBER ROLL X SILT FENCE X NTS ( ) X 2—#5 X 5'-6- y NTS NTS (IN HARDSCAPE AREAS)co ° Project 17-12 3 1�$» 12" MIN I I I N I 10/10/18 Design Review 1" DIA. HOLE FOR 3/4" X 30" LG. co STEEL ANCHOR — 2 PER BUMPER "o 2/11/19 Design Review 2 SEE N07E 4 PAVEMENT ACO TRENCH DRAIN NOTES [{EI/gTION sEc71o1111w 4/23/19 Design Review 3 co MATERIALsco F5/31/19 Design Review 4 Ji CHANNELS SHALL BE 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS ENGINEERING ADVICE MAY BE REQUIRED. X MANUFACTURED FROM POLYESTER 2 MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST-IN 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL AND CONCRETE SURROUND. [if - GALVANIZED STEEL EDGE RAIL. ENGINEERING ADVICE MAY BE REQUIRED. CONCRETE WHEEL STOP (PVT.) DETAILS X z X MINIMUM PROPERTIES OF 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE. NTS POLYMER CONCRETE WILL BE AS 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS ENGINEERING ADVICE MAY BE REQUIRED TO DETERMINE PROPER LOAD CLASS o FOLLOWS: 6. REFER TO All LATEST INSTALLA71ON INSTRUCTIONS FOR FURTHER DETAILS COMPRESSIVE STRENGTH: 14,000 PSI 7. THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE K100 CHANNEL SYSTEM WITH GALVANIZED STEEL EDGE RAILS AS MANUFACTURED BY Ji FLEXURAL STRENGTH. 4,000 PSI 4 TENSILE STRENGTH: 1,500 PSI ACO POLYMER PRODUCTS INC. 10 WATER ABSORPTION. 1,5000.07% 8. THE SYSTEM SHALL BE 4 (100MM) NOMINAL INTERNAL WIDTH WITH A 5.1 (13OMM) OVERALL WIDTH AND A BUILT-IN SLOPE OF 0.5X CHANNEL , FROST PROOF: YES INVERT SHALL HAVE DEVELOPED V" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. 3 4 3 DILUTE ACID AND 9. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. ANY DEWA71ON OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER QRpf ESS/pN RESISTANTAKAU YES INSTALLA71ON WILL VOID ANY AND ALL WARRAN71ES PROVIDED BY ACO POLYMER PRODUCTS, INC. 0 C. 8117 ALTSPRAY TEST ql 1a CHANNEL SHALL WITHSTAND LOADING TO PROPER LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE SHALL BE APPROPRIATE TO MEET THE SYSTEM COMPLIANT YES1 3• ��� LOAD CLASS SPECIFIED AND INTENDED APPLICATION. GRATES SHALL BE SECURED USING QUICKLOK BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE 4 4" SHALL BE CER71FIED TO MEET THE SPECIFIED EN 1433 LOAD CLASS THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S f No. C48358 m INSTRUCTIONS AND RECOMMENDATIONS `� ���� � f oc Exp. 6-30-2020 CIVIL ACO TRENCH (PVT. OF CAI.�F DRAIN DETAIL X EARTHEN SWALE (PVT.) DETAIL X NTS NTS Details C6 . 0 FOR REFERENCE ONLY - SEE PUBLIC IMPROVEMENT PLAN XXXX-01 STUDIO I NOTE : THIS DRAWING IS NOT TO SCALE. THIS HAS BEEN REDUCED AND IS INCLUDED FOR REFERENCE ONLY. A R C H I T E C T S 2258 First Avenue San Diego California 92101 GENERAL NOTES SPECIAL NOTES WORK TO BE DONE nmMstudioearchitects.00m 1. ALL UNDERGROUND U77LI71ES AND LATERALS TO BE INSTALLED BEFORE CONSTRUCTION OF CURB, SIDEWALK, OR 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES AND STORM DRAINS ARE IMPROVEMENT PLANS FOR. THE WORK TO BE DONE CONSISTS OF THE ITEMS INDICATED UNDER THE "LEGEND" SHOWN ABOVE, SURFACING OF STREETS BUILT IN ACCORDANCE WITH THESE PLANS IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE AND IS TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE FOLLOWING LIST OR PRINTED 2. SIDEWALK IS TO BE SIX INCHES THICK THROUGH ALL DRIVEWAYS CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 310-316 K STREET MATERIALS AS CURRENTLY ADOPTED BY THE CITY OF CHULA VISTA CITY COUNCIL INCLUDING THE 760-744-0011 AND THE CITY INSPECTOR. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT FOLLOWING: T 6192359262 F 6192350622 3. ALL WORK SHALL BE COMPLETED PER THESE PLANS AND APPROVED REVISIONS ALL CHANGES OR REVISIONS THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM CONTRACTOR'S 1. 2012 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), AND 2012 z THERETO MUST BE APPROVED BY THE CITY ENGINEER, IN WRITING, PRIOR TO ANY REQUEST FOR INSPECTION. OPERA71ONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DESIL77NG BASINS, SILT FENCES, DIKES, 4. THE EXISTENCE AND LOCATION OF UNDERGROUND U7ILITY PIPES AND STRUCTURE SHOWN ON THESE PLANS WERE SHORING, ETC.) UNTIL SUCH 71ME THAT THE TOTAL PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY REGIONAL SUPPLEMENT AMENDMENTS (TO THE GREENBOOK). KETTLER LEWECK OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING WHATEVER OWNER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. 2. 2012 SAN DIEGO AREA REGIONAL STANDARD DRAWINGS UJ UTILITIES EXCEPT AS SHOWN HEREON, HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY E N G I N E E R I N G z MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT INE WORK SITE IT IS THE 2. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND U11LIT1ES SUFFICIENTLY AHEAD REED 3. 2015 CITY OF CHULA VISTA STANDARD SPECIAL PROVISIONS (TO THE GREENBOOK). 303 A STREET, SUITE 302 Q OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF SAN DIEGO, CA 92101 o CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT (PHONE 1-800-422-4133) TWO (2) EX R/W 3 4 K S 4. 2002 DESIGN AND CONSTRUCTION STANDARDS OF THE CITY OF CHULA VISTA. Q WORKING DAYS IN ADVANCE OF ANY EXCAVATION OF THE MARK OUT OF THE LOCATION OF UTILITIES AND EXISTING FACILITIES /� 5. PORTION OF THE STATE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF t: 619 w6w.kettle-3444 rleweck.com f: 619 3459 U) NOTIFICATION OF COMMENCEMENT OF WORK. FOR ANY QUESTIONS REGARDING THE MARK OUT OF UNDERGROUND 3. LOCATION AND ELEVATION OF IMPROVEMENT TO BE MET (OR AVOIDED) BY WORK TO BE DONE SHALL BE CONFIRMED BY z / TRANSPORTATION, DATED 2010 AND ALL SUBSEQUENT ADDITIONS AND REVISIONS UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY COMPANY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL REPORT TO THE ENGINEER OF WORK /'' ° AND CITY INSPECTOR ANY DISCREPANCIES BETWEEN FIELD MEASUREMENT AND THE PLANS ` 6. PORTION OF THE STATE STANDARD PLANS, STATE OF CALIFORNIA, DEPARTMENT OF STREET LIGHT OR SIGNAL CITY OF CHULA VISTA (619) 397-6000 ` TRANSPORTATION, DATED 2010. LIGHT CONDUIT 4. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES ca`. W " " SEWER OR STORM DRAIN CITY OF CHULA VISTA (619) 397-6000 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE '/\ �p'pp -� 7. 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES REV. 1 (CA-MUTCD). LU OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXIS71NG 3 Q ALL REFERENCES ARE TO BE MADE PART OF THESE PLANS ANY CHANGES OR REVISIONS THEREFROM, = VERIFICA71ON (619) 397-6000 \ �� UTIL171ES EXCEPT AS SHOWN ON THESE PLANS �. py -� SHALL BE APPROVED BY THE CITY ENGINEER, OR HIS DESIGNEE, PRIOR TO ANY REQUEST FOR o NOTIFICATION (619) 691-5027 - ' L INSPECTION. GAS AND ELECTRIC SAN DIEGO GAS & ELECTRIC (619) 230-7800 EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS \ [ifLU WATER SWEEIWATER AUTHORITY (619) 409-6751 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER --�'--" co 6. CONTRACTOR AGREES: TO ASSUME SOLE AND COMPLETE RESPONSIBILITY OF JOB SITE CONDITIONS DURING THE COURSE \ i LEGEND OTAY WATER DISTRICT (619 670-2222 4 ' ' i OF CONSTRUCTION OF 7741S PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT \ X TELEPHONE PACIFIC BELL (619) 266-4683 EX R :. EXISTING IMPROVEMENTS LU SHALL APPLY CON77N000SLY AND NOT BE LIMI7ED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ;::e: :•....:::. = TELEVISION COX CABLE OF SAN DIEGO (619) 263-9251 �; ,p� EX W ITEM SYMBOL DEFENDED INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF CHULA VISTA HARMLESS FROM ANY AND ca o `', EX PL �`�p - a ULTRONICS (619) 476-0177 ALL LIABILITY, REAL OR ALLEGED, IN CONNEC170N lM1N THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING a �". �. Y� � EXISTING SURVEY CENIERLINE........................................................................... z 5. CITY OF CHULA VISTA INSPEC71ON A , PROPERTY LINE/ TMW BOUNDARY..................................................................... - - J a. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE CITY ENGINEER 2 WORKING DAYS IN VISTA• '\ EXIS77NG LOT LINE............................................................................................... ' THEREFROM LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER OR THE CITY OF CHOLA .. , EXISTING CONTOUR............................................................................................... ------- = ADVANCE OF COMMENCEMENT OF WORK PHONE. 397-6128. �, 7. CONTRACTOR IS RESPONSIBLE FOR HAVING TRAFFIC CONTROL PLANS APPROVED BY THE CITY ENGINEER PRIOR TO EXISTING SPOT ELEVATION.................................................................................. COMMENCING ANY WORK IN THE PUBLIC RIGHT OF WAY. \ - 1 EXIS7ING CURB & GUTTER.................................................................................. ..... LU b. THE PHONE C619�397-6128.ACTOR SHALL GIVE 24 HOURS ONE WORKING DAY NOTICE ON CALLS FOR INSPECTION, EX PL-11 8 CONTRACTOR SHALL REPAIR ALL DESTROYED AND DAMAGED EXIS7ING SURFACE IMPROVEMENT WITH IMPROVEMENTS EQUAL 4- w ` .Ar�p�pS3 EXISTING CURB RAMP........................................................................................... Q ( ) OR SUPERIOR. App �1 \ EXIS77NG DRIVEWAY.............................................................................................. c. ANY WORK PERFORMED WITHOUT BENEFIT OF INSPEC77ON SHALL BE SUBJECT TO REJECTION AND REMOVAL AT r"""" Q CONTRACTOR'S EXPENSE. 9. ALL DEMOLISHED MATERIAL SHALL BE REMOVED FROM THE JOB S11E TO AN APPROVED DISPOSAL SITE. F, / 10. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE EXISTING BLOCK RETAINING WALL..................................................................... .......... d. IT SHALL BE 774E CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION AND ELEVATION OF EXISTING PLANS ALL PROPOSED CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF UNDERGROUND WORK PRIOR TO THE EXCAVA71ON FOR INSTALLA71ON OF NEW UNDERGROUND WORK. THESE PLANS AND THE CITY ENGINEER. EXIS77NG TREE.... .................................................................................................. o ° 6. STREET LIGHT NOTE: = 11. STOP SIGN AND STREET NAME SIGN POLES SHALL BE CONSTRUCTED CONCURRENT W11N SIDEWALK CONSTRUCTION IN \ p�3� o THE STREET LIGHTS AND SERVICE POINTS SHOWN HEREON ARE APPROXIMATE ONLY SERVICE POINTS ARE ACCORDANCE WITH CVDS 14 AND 32. N - ��3' KEY MAP LEGEND EXISTING STREET LIGHT....................................................................................... Apr1 EXISTING CHAINLINK FENCE................................................................................ O SUBJECT TO REVISION BY SAN DIEGO GAS AND ELECTRIC COMPANY FINAL PLANS IT SHALL BE THE ,,, ❑ EXISTING SEWER MAIN......................................................................................... n o CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE PROPER SERVICES TO THE STREET LIGHTS SHOWN ON INE PLAN PUBLIC IMPROVEMENT AND GRADING PLAN SHEET NO. # EXISTING SEWER MANHOLE................................................................................. o BECRE�PONSIBLE FOR PROVIDING ONDUWG TO ALL 774E APPLICABLE T r AND CONDUCTORS FROM SIREETOF CHULA VISTA PLANS AND SPECIFICATIONS.TS 0 BEE APPROVED 3ERV/CELL MONUMENTA TION NOTE KEY MAP � p��� EX PL SHEET LIMITSF EXIS77NG WATER MAIN......................................................................................... - -w- Q w THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEY MONUMENTS AND/OR VERTICAL CONTROL EXISTING FIRE HYDRANT..................................................................................... U o POINTS FURNISHED BY SAN DIEGO GAS AND ELECTRIC COMPANY. CONDUIT RUNS AND CONDUCTOR SIZE FROM SCALE 1`_-60' APIA EXIS77NG STORM DRAIN INLET............................................................................ D� STREET LIGHTS TO SERVICE POINTS SHALL BE SHOWN ON THESE PLANS AND APPROVED BY THE CITY ENGINEER BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. A LAND SURVEYOR MUST FIELD LOCATE 0 o REFERENCE, AND/OR PRESERVE ALL HISTORICAL OR CONTROLLING MONUMENTS PRIOR TO ANY EARTHWORK OR PROPOSED EXISTING STORM DRAIN...................................................................................... �_--_--___--- � � 0 PRIOR TO CONSTRUCTION. STREET LIGH77NG CONDUIT SHALL BE 1-1/" MIN. PVC (SCHEDULE 80). FINAL }' ° IMPROVEMENTS AND IF DESTROYED, A LAND SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND EXIS77NG ELECTRICAL LINE................................................................................. E LOCATION AND SIZE OF STREET LIGHTS, CONDUIT WIRE AND PULL BOXES SHALL BE APPROVED PRIOR TO SURVEYING SHALL REPLACE SUCH MONUMENTS WITH THE APPROPRIATE MONUMENTS A CORNER RECORD OR RECORD OF LEGAL DESCRIPTION EXIS7ING GAS LINE.............................................................................................. c BEGINNING OF CONSTRUCTION. SURVEY, AS APPROPRIATE. SHALL BE FILED AS REQUIRED BY 774E PROFESSIONAL LAND SURVEYORS ACT. IF ANY VERTICAL J St �� > A PORTION OF LOT 2, QUARTER SEC71ON 140, OF CHULA EXISTING EASEMENT LINE................................................................................... - - - - - w 7. NEI7HER 774E OWNER NOT THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURE OR REGULATIONS THE CONTROL IS TO BE DISTURBED OR DESTROYED, THE CITY OF CHULA VISTA FIELD SURVEY SECTION MUST BE NOTIFIED, IN Y S1 VISTA RANCHO DE LA NACION, IN THE CITY OF CHOLA EARNS EXISTING TRAFFIC SIGNAL.................................................................................. - co CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING AND SHALL BE WRITING. AT LEAST THREE (3) DAYS PRIOR TO THE CONSTRUCTION. THE DEVELOPER/CON7RACTOR WILL BE RESPONSIBLE VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA = N w SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, FOR THE COST OF REPLACING ANY VER71CAL CONTROL BENCHMARKS DESTROYED BY THE CONSTRUCTION. ACCORDING TO THE MAP THEREOF NO. 505 FILED IN THE Q $1 n EXISTING CROSS GUTTER.................................................................................... OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY, NEY = - o LAWS AND REGULATIONS DURING CONSTRUCTION OPERATIONS PRECONSTRUCTION CONFERENCE MARCH 13, 1888. J S1 KEAR IUJ— & LOCA71ON AND TYPE OF STREET TREES FOR EACH LOT TO BE DETERMINED BY THE PUBLIC WORKS DEPARTMENT PROPOSED IMPROVEMENTS �+ D - STREET OPERATIONS THE CONTRACTOR SHALL NOT BEGIN ANY WORK ON THIS PROJECT UN71L A PRECONS7RUC71ON CONFERENCE PER VES7ING DEED DOCUMENT NO. 2016-0624075, 1 pWG• NO, SYMBOL N = IS HELD WITH THE ENGINEER OF WORK THE DEVELOPER THE CITY THE CITY M177GA77ON MONITOR THE RECORDED NOVEMBER 16 2016 O.R. S 9. MAXIMUM DISTANCE BETWEEN PULL BOXES IS 190 FEET. n K w L SOILS ENGINEER, ENGINEERING GEOLOGIST, THE BIOLOGICAL MONITOR, THE PALEONTOLOGICAL MONITOR, AND VES7ING DEED DOCUMENT NO. 2016-0585223, �o " � a--+ o � o PROPOSED 6 TYPE G CURB AND GUTTER............... SDRSD G-02............. C0 10. ALL U71LI77ES SHALL HAVE A MINIMUM OF 907. RELATIVE COMPACTION IN ALL TRENCH BACKFILL. THE ARCHEOLOGICAL MONITOR, THE SOILS REMEDIATION CONSULTANT, AND THE OTAY WATER DISTRICT. RECORDED OCTOBER 28, 2016, O.R. 7, A MINIMUM OF 72 HOURS N0710E SHALL BE GIVEN TO THE CITY OF THIS MEETING. SURVEY INFORMATION �` PROPOSED NON-CON77000US SIDEWALK.................... SDRSD G-07............. \ - w 11. AS-BUILT DRAWINGS: A SET OF BLUELINE PRINTS AND A SET OF SPECIFICA77ON SHALL BE KEPT AT ALL 77MES \ / �+ Q ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING ALL UTILITIES, ARE TO BE RECORDED. A�7-BUIL TS AERIAL SURVEY PREPARED BY PROJECT DESIGN CONSULTANTS K ST pRp�{,� PROPOSED PCC DRIVEWAY............................................. GSI-01....................... Cfl O 12. CONTRACTOR SHALL FURNISH TO THE ENGINEER OF WORK AS BUILT PLANS FOR ALL NEW IMPROVEMENTS SHOWN ON DECEMBER 15, 2017. �^ ON THESE PLANS FOR SUBMITTAL TO THE CITY ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER OF WORK, AS-BUILT PLANS FOR ALL NEW SUPPLEMENTAL SURVEY PREPARED BY PROJECT DESIGN '� CIO = CONSULTANTS ON JANUARY 8, ` PROPOSED TRENCH RESURFACING............................... GSI-OJ....................... r += IMPROVEMENTS AND GRADING SHOWN ON THESE PLANS FOR SUBMITTAL TO THE CITY ENGINEER FOR 2018, > S [if ° 13. THE OWNER MUST OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF OPERA71ONS SAFETY AND HEALTH APPROVAL IN ACCORDANCE WITH SECTION 15.04.140 OF THE CHULA VISTA MUNICIPAL CODE. O O WAY i - (D.O.S H.) PRIOR TO START OF CONSTRUCTION. ° - WNER AND APPL I ANT SIERRA PROPOSED AC PAVEMENT PER DETAIL SHEET 2 .......................................... 14. ALL STORM DRAIN PIPE SHALL BE 1500 D LOAD UNLESS 07HERMSE SHOWN ON THESE PLANS OWNERS CERTIFICATE PROPOSED SAWCUT LINE........................... . . . . . .... .... . .. . .... .... . .. . .. ..... ° FLOIT PROPERTIES, INC 9c re) 3565 77H AVENUE S1 15. DUST GENERATED BY CONSTRUCTION ACTIVITIES SHALL COMPLY WI7H LOCAL DUST CONTROL AND UNIFORM IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS IT IS FUR7HER AGREED THAT THE OWNER SAN DIEGO, CA 92103 PROPOSED 2" COPPER DOMESI7C WATER SERVICE........................................ W BUILDING CODE (UBC) REQUIREMENT WHICH INCLUDE DUST CONTROL MEASURES FOR CONSTRUCTION SITES DUST T. S (DEVELOPER) SHALL HAVE THE ENGINEER OF WORK MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH CONTACT. DAN FLIOT 5 PER SWEETWATER AUTHORITY STANDARD SPECIFICATION 774E ENGINEER OF WORK DETERMINES AREA NECESSARY AND DESIRABLE FOR 774E PROPER COMPLE77ON OF THE IMPROVEMENTS SI TE ADDRESS SEE DWGS 2 AND 15-B Project 17-123 REDUCING MEASURES SHALL INCLUDE REGULAR WATERING OF GRADED SURFACES AND RESTRICTION OF ALL ALL PLAN CHANGES SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. PROPOSED 6" FIRE SERVICE WITH 6" RPDA.......................... = CONSTRUCTION VEHICLES AND EQUIPMENT TO TRAVEL ALONG ESTABLISHED AND REGULARLY WATERED ROADWAYS F 310-316 K STREET z S1 PER SWEETWATER AUTHORITY STANDARD SPECIFICATIONS LU 16. PUBLIC WATER SYSTEM IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH SWEETWATER AUTHORITY'S I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY CHULA VISTA, CA 91910 `N ARIZONA o MOSS SEE DWG 15-A 10/10/18 Design Review Q WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK AC7IVELY ON EVERY NORMAL o PROPOSED THRUST BLOCK............................................SDRSD WT-01........... DESIGN STANDARDS AND STANDARD SPECIFICATIONS FOR CONSTRUCTION OF WATER FACILITIES PUBLIC WATER WORKING DAY UN71L COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR ASSESSORS PARCEL NO. 9 " _ _ 2/11/19 Design Review 2 co SYSTEMS SHALL BE MAINTAINED AND OPERATED BY SWEETWATER AUTHORITY. a' -< PROPOSED 8 SEWER LATERAL.....................................SDRSD SS-02 &...... @0- 0 UNDER MY CONTROL. z 573-450-04-00 & 573-450-05-00 �, WITH CLEAN OUT (PRIVATE) SWR-03, SWR-05 4/23/19 Design Review 3 SDRSD SC-01 co co ENGINEER OF WORK (AS-BUILT) NAME. FUOT PROPERTIES, INC SHEET INDEX �oSs S1 PROPOSED SEWER MANHOLE.........................................SDRSD SM-02.......... - -Q- - 5/31/19 Design Review 4 XENGINEER OF WORK SHEET 1: T11LE SHEET PROPOSED 6" TYPE G CURB AND GUTTER............... SDRSD G-02............ I HEREBY CER77FY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE IMPROVEMENTS SHOWN ON THIS SET = ADDRESS: 3565 7TH AVENUE SAN DIEGO, CA 92103 SHEET 2: NOTES AND SECTIONS VI CI NI TY MAP Q OF PLANS (SHEET 1 THROUGH SHEET 6) HAVE BEEN INSTALLED AND CONSTRUCTED IN SUBSTAN71AL CONFORMANCE SHEET J. IMPROVEMENT PLAN - K STREET PROPOSED CURB OUTLET..................................................SDRSD D-25............. �o� o WITH SAID PLANS, APPROPRIATE STANDARDS AND ANY DISCRE71ONARY APPROVALS(S) FOR THE PROJECT. SHEET 4: EROSION CONTROL PLAN NOT TO SCALE Q SIGNED: DATE: PHONE. (619) 294-3350 BENCH MARK CITY OF CHULA VISTA - A FOUND CHISELED CROSS AT THE TOP OF THE WEST END OF AN EXIS7ING CURB INLET AT THE SOUTHEAST CORNER OF "J" STREET BY AND THIRD AVENUE HAVING THE APPROXIMATE NAD-83 COORDINATES OF NORTHING 1809060, EAS7ING 6307850. THE BENCHMARK HAS AN ELEVATION OF 103.71 UJ PRINTED NAME. P.E. NO. DATE FEET ON THE NAVD-88 VERTICAL DATUM PER THE CITY OF CHULA VISTA VER77CAL CONTROL REPORT. BASIS OF BEARINGS DISCIPLINE: MY REGISTRATION EXPIRES: CITY OF CHULA VISTA - THE BASIS OF BEARINGS AND COORDINATES AS DETERMINED BY SURVEY FOR THIS PROJECT IS THE NAD CALIFORNIA COORDINATE QROFESS/pN SYSTEM, CCS83, ZONE 6, EPOCH 1991.35 AND WAS DETERMINED BY G.P.S. MEASUREMENTS FROM G.P.S. STATION NO. 5014 AND G.P.S. NO. 5011 PER RECORD OF SURVEY (ROS) NO. 14841 HAVING A GRID BEARING OF NORTH 17'3729" WEST AND A GRID DISTANCE OF 2897.86: DIG ALERT NOTICE _ C- No. C48358 m SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRED THAT DIG ALERT IDEN77FICAIION W rrt NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG » �� DECLARATION OF RESPONSIBLE CHARGE * Exp. 6-30-2020 ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 AT ENGINEER OF WORK CERTIFICATE LEAST TWO WORKING DAYS BEFORE YOU DIG. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE 1 HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR 7741S PROJECT, THAT I HAVE CP CIVIL IMPROVEMENTS SHOWN ON THIS SET OF PLANS (SHEET 1 THROUGH EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION q�OF CAL\F 673 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT K17H QROFESSIpN KETTLER-0-LEWECK SHEETS 6) HAVE BEEN INSTALLED AND CONSTRUCTED IN SUBSTANTIAL CURRENT STANDARDS. I UNDERSTAND THAT 774E CHECK OF 774E PROJECT DRAWINGS AND ��� C. l�ql F AS BUILT UTILITY NOTE CONFORMANCE WITH THE SAID PLANS, ALL APPROPRIATE STANDARDS AND SPECIFICA71ONS BY THE CITY OF CHULA VISTA AND WATER DISTRICT IS CONFINED TO REVIEW `�v E N G I N E E R I N G ANY DISCRETIONARY APPROVAL(S) FOR THE PROJECT. SWEETWATER AUTHORITY ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THEo z ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM No. C48358 303 A STREET, SUITE 302 DATE PROJECT DESIGN. w ,� Public SIGNATURE RECORD DATA AT THEIR APPROXIMATE LOCATIONS. UNDERGROUND SIGNED: DATE: REVIEWED BY: c( Exp. 6-30-2020 SAN DIEGO, CA 92101 t: 619 269-3444 Improvement P.E. No. FACILITIES MAY EXIST WHICH HAVE NOT BEEN REPORTED OR ARE NOT RON R. MOSHER DATE *l CIVt� �* f: 619 269-3459 PRINTED NAME:_ P.E. No. STEVEN C. KETTLER R.C.E. NO. C48358 EXP. 6-30-2020 DATE qnc' www.kettlerleweck.com Printed Name OF RECORD. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL PERTINENT DIRECTOR OF ENGINEERING OF CA1.�F� 1 OF X Plans My Registration Expires Discipline UTILITIES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. DISCIPLINE: MY REGISTRATION EXPIRES: VALID FOR 18 MONTHS FROM DATE OF SIGNATURE CONSTRUCTION RECORD REFERENCES By REVISIONS Date App'd BENCH MARK SCALE Designed By. Drawn By. Checked By. Submitted: Approved: CITY OF CHULA VISTA DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CONTRACTOR: C.V. DWG; 92-363,92-369, 92-374, 04071 CITY OF CHULA VISTA - A FOUND CHISELED HORIZONTAL CO. OF S.D. DWG; SD20304 CROSS AT THE TOP OF THE WEST END OF AN B _�1 INSPECTOR: AS SHOWN Date: v B 310-316 K STREET _____ SWA W.O.; A3601.0, 3632, 7532 EXISTING CURB INLET AT THE SOUTHEAST CORNER Plans Prepared Under Supervision Of: Y DATE COMPLETED: OF "J" STREET AND THIRD. VERTICAL Principal Civil Engineer TITLE SHEET ELEVATION : 103.71 FEET N.A.V.D. 88 NOTE R.C.E. No. Planning: Landscape: W.O. No. PC X:\PROJECTS\0156 - 310-316 K STREET ENGR PLANS PUBLIC IMPROVEMENT PLANS 0156-IMP-SHT-01.DWG 05-24-19 2:16:59PM) Plotted by: Mike C7 . 0 FOR REFERENCE ONLY - SEE PUBLIC IMPROVEMENT PLAN XXXX-02 STUDIO I NOTE : THIS DRAWING IS NOT TO SCALE. THIS HAS BEEN REDUCED AND IS INCLUDED FOR REFERENCE ONLY. A R C H I T E C T S 2258 First Avenue San Diego California 92101 SEWER NOTES TRAFFIC CONTROL STRIPING AND MARKINGS NOTE CONTINUED.... PAVEMENT NOTES EXISTING EXISTING 1 UNLESSSHOWN ON THESE PLANS IS P.V.C.OTHERWISE NOTED, NTH MINIMUM PIPES FFNESS OF 46 WHEN TESTED R PIPE PER ASTM D-JOJ4 EA SFVE R-35, ANYTRAMC CONTROL STRIPING AND MARKINGS NOTE TRAFFIC STRIPES, PAVEMENT MARKINGS THE OFFICE OF INE CITY ENGINEER SHALL DESIGN ALL STRUCTURAL STREET R/W 80' R/W mailCa?studioearchitects.00m PERCENT DEFLECTION. GRAVITY P.VC. SEWER SHALL HAVE A 3/4 INCH MAXIMUM ROCK ANY TRAFFIC SIGNS, STRIPING AND COR PAVEMENT MARKINGS REMOVED OF OTHERWISE OBLITERATED SECTIONS BASED ON THE "R" VALUE METHOD SPECIFIED BY THE CITY ENGINEER. 40' (40') BACKFILL TO ONE FOOT ABOVE THE PIPE. BY THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED BY PERMANENT AND IN PAVEMENT MARKERS THE SOIL TEST SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER WHOSE 310-316 K STREET (f0') 52' 8' TRAFFIC SIGNS, STRIPING AND/OR PAVEMENT MARKINGS, BY THE CONTRACTOR, AT CONTRACTORS PRIMARY PROFESSIONAL ACTIVITY IS PERFORMING SUCH TESTS TEST RESULTS SHALL APN 673-460-04 2 AS AN ALTERNATE TO P.V.C. AND A.B.S. COMPOSITE SEWER PIPE CONFORMING TO ASTM EXPENSE AND AS SOON AS PRACTICAL AFTER COMPLETION OFT HE PERMITTED CONSTRUCTION AND 12. THINNING OF PAINT WILL NOT BE ALLOWED. BE PROVIDED TO 774E CITY BY THE SUBDIVIDER IN THE NUMBER AND AT SUCH APN 573-460-05 T 6192359252 F 6192350622 D-2680 WITH TYPE S.C. COUPLERS MAY BE USED IN SIZES EIGHT INCHES AND ABOVE. FOUR IN NO CASE LATER THAN TOW (2) WEEKS AFTER COMPLETION OF THE WORK PERMITTED. PROPER LOCATIONS AND TIMES AS DETERMINED BY 774E CITY ENGINEER. WHERE HEAW ROS NO, 22979 � I EX INCHES OR SIX INCHES SHALL BE A.B.S. SOLID WALL WITH F/DY NOT LESS THAN 150 PSI PER CONTROL, ALIGNMENT, LAY-OUT AND REPLACEMENT OF EXISTING TRAFFIC SIGNS, STRIPING AND /OR 13. THE PAINT SHALL BE TESTED PRIOR TO USE, OR THE MANUFACTURER GRADING IS PROPOSED, GATHERING OF SAMPLES SHALL BE DELAYED UN71L ROUGH ST LT z ASTM D-2751. PAVEMENT MARKINGS SHALL LIKEWISE BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. SHALL PROVIDE THE CITY ENGINEER WITH A CERTIFICATE OF SUBGRADE IS MADE. MINIMUM BASE THICKNESS ON ALL STREET CLASSIFICATIONS EX (20') (32') J. SEWER CONTRACTOR SHALL MAKE CERTAIN THAT ALL MANHOLES ARE CONSTRUCTED IN EXACT „ SHALL BE PER SECTION 3 -405.3 OF THE SUB DIVISION MANUAL. BASE MATERIAL POWER KETTLER � °-LEWECK >- ALL PERMANENT TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS SHALL CONFORM TO THE COMPLIANCE IN ACCORDANCE WITH SECTION 6 -1.07, CERTIFICATE OF SHALL CONFORM TO CRUSHED AGGREGATE BASE 3 4 INCH MAXIMUM OR APPROVED LOCATION SHOWN, AND WITH THE OFFSET CONE POSITIONED AWAY FROM SURVEY MONUMENT � / � POLE EX FIRE UJ LOCATION ADJACENT THERETO. STANDARDS FOR TRAFFIC STRIPES AND PAVEMENT MARKINGS PROVIDED IN INE CALTRANS COMPLIANCE , OF THE STANDARD SPECIFICATIONS. SAID CERTIFICATE ALTERNATIVE, AS SET FOR774 IN THE STANDARD SPECIFICA110NS FOR PUBLIC WORKS 35' Q HYDRANT E N G I N E E R I N G z STANDARD SPECIFICATION SEC77ONS 84-1 "GENERAL" AND 84-3 "PAINTED TRAFFIC STRIPES AND SHALL CERTIFY THAT THE PAINT COMPLIES WITH THE SPECIFICATIONS CONSTRUCTION, SECTION 200 -2.2 LATEST EDITION. ALL ASPHALT CONCRETE 303 A STREET, SUITE 302 Q 4. THE PIPE BEDDING SHALL BE IN ACCORDANCE WITH REGIONAL STANDARD DRAWING NO. S-4 SURFACES SHALL BE SEAL COATED IN ACCORDANCE WITH SECTION 302 -5.10 OF ( `_ [ifPAVEMENT MARKINGS" IN EH MOST RECENTLY PUBLISHED VERSION OF THE CALTRANS STANDARD AND THAT PAINT MANUFACTURED TO THE SAME FORMULATION AND (2%) SAN DIEGO, CA 92101 (2�) o (TYPE C). SPECIFICATIONS PERMANENT PAVEMENT MARKERS AND THEIR APPLICA71ON SHALL CONFORM TO PROCESS HAS PREVIOUSLY PASSED STATE TESTING. A LIST OF 114E CITY OF CHOLA VISTA STANDARD SPECIAL PROVISIONS w 1, t: 619 269-3444 1 f: 619 269-3459 5. THE P.V.C. AND A.B.S. PIPE CONNECTIONS TO MANHOLES SHALL HAVE MANHOLE WATER STOP SECTION 85, "PAVEMENT MARKERS", OF THE CALTRANS STANDARD SPECIFICATIONS AND SHALL BE MANUFACTURERS THAT HAVE PRODUCED PAINT MEETING STATE For alleys and alley approaches only) WHERE R VALUE TESTS ARE NOT PROVIDED PROP SIDEWALK EX SIDEWALK www.kettlerleweck.com U) GASKETS AT EACH CONNECTION TO MANHOLES THESE WATER STOP GASKETS SHALL BE 0.70-INCH MINIMUM. NON REFLECTING OR "LOW PROFILE" TYPE MARKERS SHALL NOT BE ACCEPTED SPECIFICATION IS AVAILABLE FROM THE STATE'S TRANSPORTATION OR RESULTS ARE NOT ADEQUATE FOR 5.5 -INCH 14 CM THICK CONCRETE, ALLEYS PROP CURB AND GUTTER EX CURB AND o CONSIDERED TO BE INCLUDED IN 114E UNIT PRICE BID FOR MANHOLES WITHOUT PERMISSION IN ADVANCE, OF THE CITY ENGINEER. PAINT FOR THE TRAFFIC STRIPES AND ( ) 6. RIM ELEVATIONS SHOWN ARE FOR INFORMATION ONLY. ALL MANHOLES SHALL BE ADJUSTED TO PAVEMENT MARKINGS SHALL CONFORM TO THE STATE SPECIFICATION UMBER 8010-21C-30, RAPID LABORATORY. (MATERIAL SUPPLIED BY MANUFACTURERS OTHER THAN AND ALLEY TYPE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED OF 8 -INCH (20 2' AC REMOVAL/RESURFACE K STREET GUTTER g FINISHED GRADE, FINAL PAVING ELEVATIONS AND CROSS SLOPES ACCORDING TO CHOLA VISTA DRY WATER-BORNE, WHITE OR YELLOW. GLASS BEADS SHALL CONFORM TO STATE SPECIFICATION THOSE THAT HAVE MANUFACTURED APPROVED PAINT WILL REQUIRE CM) THICK CONCRETE REINFORCED WITH 6 -INCH BY 6 -INCH (15CM X 15 CM) 4/4 SEE DETAIL BELOW NOT TO SCALE [ifSTANDARDS AND SPECIAL PROVISION. NUMBER 8010-21C-22 TYPE IL' COMPLETE TESTING WOVEN WIRE MESH OR EQUIVALENT. UJ w Z EACH UNIT SHALL RECEIVE ONE SEWER LATERAL WHICH WILL BE SHOWN ON AS-BUILT PLANS. IN THE EVENT THAT CONSTRUC71ON CAUSE REMOVAL OR OBLITERATION OF TRAFFIC SIGNS, STRIPING 3' MIN. COLD PLANE 0 & PIPE CONNECTION SHALL RECEIVE ONE SEWER LATERAL WHICH WILL BE SHOWN ON AS-BUILT AND/OR PAVEMENT MARKINGS AND THE CONSTRUCTION IS NOT COMPLETED DURING THE SAME DAY OTAY WATER/SWEETWATER DISTRICT NOTES & CONFORM TAPER ° PLANS TO FINISHED SURFACE CONDITION, OR PERMANENT TRAFFIC SIGNS, STRIPING AND OR PAVEMENT " " VARIABLE OVERLAY MARKERS CANNOT BE REPLACED BEFORE THE END OF EACH WORK DAY, TEMPORARY RAISED 1. THE SECOND PARAGRAPH IN SEC77ON 84 -3.03, MIXING, OF THE STANDARD EXISTING AC 9. AN "S" MUST BE STAMPED ON CURB AT ALL SEWER LATERAL CONNECTIONS PAVEMENT MARKERS (REFLECTIVE TABS), OF 714E SAME COLOR AS THE EXIS71NG OR PERMANENT OR SPECIFICATIONS IS DELETED. UJ DAMAGED TRAFFIC STRIPING MAY BE USED IN THE PLACE OF PERMANENT TRAFFIC MARKINGS. IN NO SURFACE FINISH GRADE co 10. PIPE CONNEC770N TO MANHOLE (MH) SHALL COMPLY WITH REGIONAL STANDARDS CASE SHALL THE TEMPORARY MARKINGS REMAIN IN PLACE OF PERMANENT TRAFFIC MARKINGS. IN 2 ON NEW SURFACING, THE FIRST COAT OF PAINT FOR TRAFFIC STRIPING SHALL BE APPLIED NO X 11. EACH SEWER LATERAL SHALL RECEIVE ONE (1) CLEANOUT INSTALLED AT PROPERTY LINE. NO CASE SHALL THE TEMPORARY MARKINGS REMAIN IN PLACE IN EXCESS OF TWO (2) WEEKS FROM LATER THAN 24 HOURS FOLLOWING COMPLETION OF ROLLING. THE SECOND COAT SHALL BE _ _ _ _ UJ THE COMPLE71ON OF PERMITTED CONSTRUCTION. SIGNS MAY BE TEMPORARILY PLACED ON TYPE Ill COMPLETED NO LATER THAN 4.00 P.M. OF THE FOLLOWING WORKDAY. - - - - - - - - - FIRE NOTES BARRICADES UNTIL CONSTRUCTION IS COMPLETED. STREETS SHALL BE TEMPORARILY OR 0.15 MIN. CONTRACTOR TO COLD PLANE IN a 1. COMMERCIAL FIRE HYDRANTS SHALL HAVE ONE (1) 4-INCH OUTLET AND TOW (2) PERMANENTLY MARKED THE END OF EACH WORK DAY. o OVERLAY DEPTH J. THE CONTRACTOR SHALL BE REQUIRED T 0 PAINT TRAFFIC STRIPES AND PAVEMENT MARKINGS AREAS WHERE THE OVERLAY 2-1/2 INCH OUTLETS RESIDENTIAL FIRE HYDRANTS SHALL HAVE ONE (1) FOUR INCH TEMPORARY RAISE PAVEMENT MARKERS (TABS) SHALL BE 114E RESPONSIBILITY OF 114E CONTRACTOR AND INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLANS DEPTH IS LESS THAN 0.15' OUTLET AND TWO (2) 2-1/2 INC OUTLETS. INSTALLA71ON SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND SHALL CONSIST OF ST7MSONI7E MODEL 300 AND 301 CHIP-SEAL/TMPORARY OVERLAY 4. ALL NEW SANDBLAS77NG OF REDUNDANT STRIPING SHALL BE COMPLETED WI7HIN 48 HOURS OF COLD PLANE AND VARIABLE OVERLAY JOINT DETAIL I— 2. FIRE HYDRANT SPACING SHALL BE. MARKERS (YELLOW OR WHITE) OR AN APPROVED EQUAL AND SHALL BE PLACED BY THE THE CHANGES UJ CONTRACTOR, AND MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL SUCH 71ME AS NOT TO SCALE 300 FEET FOR COMMERCIAL BUILDINGS, APARTMENTS & CONDOMINIUMS PERMANENT TRAFFIC STRIPING AND PAVEMENT MARKINGS ARE RESTORED. UNLESS OTHERWISE 5. INSIDE DIMENSION OF ALL CROSSWALKS TO BE 10 FEET. (CVD -1R01)PAVEMENT STRIPING NOTE. Q 500 FEET FOR RESIDENTIAL DIRECTED BY THE CITY ENGINEER, ALL TEMPORARY RAISED PAVEMENT MARKERS SHALL BE REMOVAL, RE -STRIPING, AND MARKING CONTRACTOR TO SUBMIT AND GET APPROVAL FROM PUBLIC WORKS UJ REMOVED.BY BY THE CONTRACTOR AFTER THE INSTALLA71ON OR REPLACEMENT OR PERMANENT INSPECTOR FOR PAVEMENT REINFORCING FABRIC PRIOR TO INSTALLATION. U 1000 FEET ON PARKWAYS - ALTERNATING SIDES OF STREETS STRIPING AAND/OR PAVEMENT MARKINGS 6. EXIS71NG TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS SHALL BE J. PR07EC71ON OF FIRE 4. WATER SUPPLY SHALL BE INSTALLED BPROWDED AND MAINTAINED L NSTALLEDANDOPERABLE PRIOR TODELIVERYOF TIMES. REMOTRAFFIC STRIPES, PAVEMENT MARKINGS LINEAL FOOTAGE D BY SAND BLAS71NG AS SHOWN ON LAN FOO AGE OFSTRIPING TO BE REMOVED. S CONTRACTOR IS RESPONSIBLE TO VERIFY THE TRENCH0VERLARESURFACE GRIND D PERCVCS 03 & 04 o COMBUS77BLE MATERIALS TO THE SITE. AC PAVEMENT PER SOILS UJ 5. WATER SUPPLY WILL CONSIST OF FIRE HYDRANTS AS APPROVED AND INDICATED BY AND IN PAVEMENT MARKERS 7. SPOTTING SHALL BE COMPLETED PRIOR TO THE REMOVAL OF ANY EXISTING STRIPES EXISTING EXIS71NG AC SURFACE ENGINEER'S RECOMMENDA77ON 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO STRIPES AND MARKINGS SHALL BE REMOVED PRIOR TO PAINTING NEW ONES, BUT IN NO CASE THE FIRE DEPARTMENT DURING PLAN CHECK. A TEMPORARY SUPPLY MAY BE O ALLOWED AND WILL INCLUDE ABOVE GROUND PIPING (HIGH LINE) CONNECTED TO AN THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) TRAFFIC MANUAL AND SHALL ANY SECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN 24 HOURS, 2 MIN. PLANE & 2 MIN. PLANE & MAINTENANCE MANUAL, THE LATEST VERSION OF THE MANUAL OF UNIFORM TRAFFIC OR OVER WEEKENDS OR HOLIDAYS CONFORM TAPER CONFORM TAPER V_ UNDERGROUND SUPPLY. ANY TEMPORARY WATER SUPPLY SOURCE IS SUBJECT TO " MIN. o PRIOR APPROVAL FROM THE FIRE MARSHAL. CONTROL DEVICES (MUTCD), AND CALIFORNIA SUPPLEMENTS PAVEMENT STRIPES SHALL � CONFORM TO SEC71ON 310 -5.6 OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL & CONTRACTOR SHALL REMOVE P AVEMENT LEGENDS/MARKINGS, 7RAFFIC STRIPING, AND LU[If PROWDE AND INTAIN AN APPROVED frr 6[ifWIDE AND 13'6MAVERI7CAL CLEAR) PRIORI�O ANY COMBUSTIBLES BEING BROUGHIDEPARTMENT ACCESS ROAD MON PROVISIONS ASSOCIATED RAISED PAVEMENT MARKERS AS SHOWN ON THE PLANS. (� I��� '�� �1_; q ;���� ����� ����(� �+ U z UJ T THE SITE. THE FIRE DEPARTMENT ACCESS ROAD SHALL BE PROVIDED TO WITHIN 150' 2. TRAFFIC LINE PAINT SHALL BE RAPID DRY CONFORMING TO SECTION 210& 9. EXISTING RAISED PAVEMENT MARKERS, WHEN ADJACENT TO A PAINT STRIPE, WHICH IS TO BE SAWCUT LINE _ SAWCUT LINE UJ o OF THE MOST REMOTE POINT OF THE UNFINISHED BUILDING MATERIAL OR .6.3 AND SHALL CONTAIN REFLECTIVE MATERIAL CONFORMING TO SECTION REMOVED, SHALL BE REMOVED AND DISPOSED OF. _ AGGREGATE BASE PER SOILS (a o COMBUSTIBLE IN CHULA VISTA FIRE DEPARTMENT STANDARD OPERA77ONAL GUIDELINES, 210 -1.6.5 OF THE STANDARD SPECIFICATIONS. ENGINEERS RECOMMENDA77ON L C co NO. OPS 2916.00 10. IF, FOR ANY REASON, T HERE WILL BE A PERIOD OF TIME AFTER REMOVAL OF EXIS71NG STRIPING BACKFILL PER SOILS ENGINEER'S + 7. ACCESS TO FIRE HYDRANTS TO BE PROVIDED AND MAINTAINED AT ALL TIMES J. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS AND PAINTING OF NEW STRIPING, DURING WHICH PUBLIC TRAFFIC WILL USE ALL OR A PORTION OF RECOMMENDATION 4_0 J HYDRANTS SHALL NOT BE OBSTRUCTED IN ANY MANNER. CURBS SHALL BE PAINTED FOR ALL STRIPING AND MARKINGS, AND SHALL BE RESPONSIBLE FOR ANY ROADWAY IN THE PROJECT AREA, THE CONTRACTOR SHALL PROVIDE TEMPORARY DELINEA71ON U) (a RED A MINIMUM OF 15 FEET ON EACH SIDE OF HYDRANT. THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION K17H CHIP SEAL MARK ERS, WHITE (ONE WAY), TYPE W, AND YELLOW (TWO -WAY), TYPE Y, COLD PLANE AND JOINT co 8. THE FIRE FLOWS SHALL BE DETERMINED BY THE FIRE MARSHAL. OF THE ENGINEER. TEMPORARY PAVEMENT MARKERS, BOTH TYPES W17H REFLECTIVE STRIPS; OR APPROVED EQUAL). co 9. TEMPORARY STREET NAME SIGNS SHALL BE PROVIDED BEFORE CONSTRUCTION BEGINS INSPECTOR,THESE KAND SHALL BE AERS SHALL BE IIMAX IMER I UM 24 -FOOTE OR T CENTERS. THEMARKER WILL BE PLACED TED BY THE PUBLIC WORKS TRENCH RESURFACE CU o AND SHALL BE 774E SOLE RESPONSIBILITY OF THE DEVELOPER. 4. REFLECTORIZED PAVEMENT MARKERS SHALL BE INSTALLED ON ALL LANE EITHER ON THE OLD LINES, WHICH WERE JUST REMOVED, OR ON NEW LINES LAID OUT BY 774E NOT TO SCALE a-+ LINES AND CENTERLINE STRIPING PER APPROPRIATE CALTRANS DETAIL CONTRACTOR, AS DIRECTED BY THE CITY ENGINEER. THE FURNISHING AND INSTALLING OF THESE UJ WATER AND SEWER NOTES NUMBER." BLUE REFLECTORIZED PAVEMENT MARKER FOR FIRE HYDRANT MARKERS SHALL BE IN ADDITION TO ANY 07HER DELINEA77ON (CONES, SIGNS, BARRICADES, ETC.), PROPOSED CURB & GUTTER 0 1. LOCATE WATER SERVICE (METER BOX) AND SEWER HOUSE CONNEC71ONS (SEWER CLEANOUT) LOCATION TO BE INSTALLED PER CAL TRANS TRAFFIC MANUAL, FIG. 6-48. WHICH ARE REQUIRED FOR PUBLIC SAFETY. AFTER CONTRACTOR HAS PAINTED 774E NEW STRIPING, U) OUT OF DRIVEWAYS AND WALKWAYS (UNLESS 07HERWISE APPROVED BY THE R.E.). » CONTRACTOR SHALL REMOVE AND DISPOSE OF THESE TEMPORARY PAVEMENT MARKERS SAW CUT U � PAVEMENT MARKERS SHALL CONFORM TO SECTION 85, PAVEMENT M Q MARKERS" OF THE CAL TRANS STANDARD SPECIFICATIONS, AND THESE EX. AC. \ - / � N 2. ALL CONNEC77ONS TO EXISTING WATER MAINS ARE TO BE DONE BY THE SWEETWATER 11. ALL SIGNS REMOVED AND SALVAGED SHALL BE DELIVERED TO THE CITY CORPORA71ON YARD, PAVEMENT [ifAUTHORITY. SPECIAL PROVISIONS PAVEMENT MARKER HEIGHT SHALL BE 0.70 -INCH 1800 MAXWELL ROAD. ATTENTION. DAVID SAVAGE, SIGNS AND STRIPING SUPERVISOR "' MINIMUMS "LOW PROFILE"TYPE MARKERS WILL NOT BE ACCEPTABLE. 1-1/2" GRIND AND � LO AT (619) 397-6207. O J. PUBIC WATER SYSTEM IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE K17H THE PAVE FOR TRANSITION SWEETWATER AUTHORITY'S DESIGN STANDARDS AND STANDARD SPECIFICA71ONS FOR 5. NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE PAVING PER CITY M _ CONSTRUCTION OF WATER FACILITIES PUBLIC WATER SYSTEM SHALL BE MAINTAINED AND CONTRACTOR FROM HIS HER RESPONSIBILITIES AS PROVIDED IN OTAY WA DISTRICT NOTES INSPECTOR .._:.: ..._ .... .:::: . 5" MIN. h _O [ifOPERATED BY SWEETWATER AUTHORITY. / 1. NEW CONSTRUCTION IS SHOWN IN BOLD LINES AND EXIS77NG IMPROVEMENTS ARE SHOWN IN LIGHT _.. ... '14 d SECTION 7 -1.09, "PUBLIC SAFETY, OF THE CALTRANS' STANDARD LINES USE ALL NEW EQUIPMENT AND HARDWARE EXCEPT WHEN NOTED IN THE PLAN -� -'"'- '-� - `- -° '-- "' M ` ' , UJ 4. VALVE PLACEMENT SHALL BE INCORPORATED INTO THE DESIGN TO ENSURE THAT NO MORE SPECIFICATIONS, SECTION 7 -10 OF THE GREEN BOOK. SCHEDULE OR SPECIFICATION. ALL 07HER EQUIPMENT SHALL REMAIN IN PLACE. ' 4.n n °° M Q THAN TWO FIRE HYDRANTS OR FIRE SERVICES, OR A COMBINA77ON THEREOF, ARE OUT OF a4 a o SERVICE WHEN A VALVE IS CLOSED. 2. REMOVE AND SALVAGE STREET NAME SIGNS, STOP SIGNS, AND POSTS REMOVE ABANDONED ___ 8"�fIN � 6. USE HOT APPLIED THERMOPLASTIC MATERIALS FOR CROSSWALKS AND " " co 5. ALL HORIZONTAL SEPARATION DIMENSIONS SHOWN BETWEEN WATER AND SEWER MAINS LIMIT LINES SEE SECTION 84 -2 OF CALTRANS STANDARD FOUNDATIONS TO A DEPTH OF 6 BELOW EXISTING SURFACE GRADE OR 30 BELOW GRADE IN DIRT Project 17-123 SHALL BE MEASURED FROM THE NEAREST EDGE OF EACH PIPELINE PER STATE OF SPECIFICATIONS (JULY 1999). AREAS SALVAGED EQUIPMENT SHALL BE DELIVERED TO THE CITY CORPORA77ON YARD LOCATED AT 2 SACK SLURRY 1800 MAXWELL ROAD. ALL OTHER REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE ' CALIFORNIA, DEPARTMENT OF HEALTH SERVICES, BASIC SEPARATION STANDARDS MINIMUM 2 oSEPARA71ON BETWEEN WATER AND SEWER MAINS SHALL BE 10 FOOT HORIZONTAL AND 1 CONTRACTOR. 10/10/18 Design Review > FOOT VERTICAL. 7. PAINTING TRAFFIC STRIPES (TRAFFIC LINES) & PAVEMENT MARKINGS J. SANDBLAST EXIS77NG STOP LEGENDS, LANE LINES, AND CONFLIC77NG STRIPING AS SHOWN ON PLAN. Z' AC REMOVAL/RESURFACE SHALL CONFORM TO SECTION 84 -1, "GENERAL" & 84 -3, "PAINTED ALL SANDBLASTED AREAS SHALL BE REPAYED BY APPLYING A SEAL COAT OR OTHER APPROVED 2/11/19 Design Review 2 TRAFFIC CONTROL NOTES TRAFFIC STRIPES & PAVEMENT MARKINGS'; OF THE CALTRANS METHODS IN ORDER TO RESTORE THE PAVEMENTS EXISTING CONDITION. NOT TO SCALE z TRAFFIC CONTROL PLANS SHALL BE REQUIRED FOR ALL WORK PERMITTED WITHIN THE CITY 4. CROSSWALK, LIMIT LINES, TURN ARROWS, AND LEGEND SHALL BE INSTALLED IN THERMOPLASTIC. 4/23/19 Design Review 3 o RIGHT-OF-WAY THAT MAKES IT NECESSARY FOR MOTORISTS TO DEVIATE FROM THE STANDARD SPECIFICATIONS 5. TRAFFIC SIGNAL STANDARDS AND EQUIPMENTS SHALL BE INSTALLED TO ALLOW FOR A FOUR FEET SAWCUT 5/31/19 Design Review 4 UJ NORMAL COURSE OF TRAVEL. SAID TRAFFIC CONTROL PLANS SHALL CONFORM TO THE (4') A.D.A. CLEARANCE.INSTALL CONDUIT AWAY FROM AN EXISTING AND OR PROPOSED LOCATION OF LINE g X LATEST STANDARDS SET FORTH IN PART 6 OF THE MUTCD MANUAL WITH THE CALIFORNIA 8. CONTROL OF ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY PEDESTRIAN RAMP. SUPPLEMENT OF THE LATEST VERSION OF THE SAN DIEGO REGIONAL STANDARDS THE CITY OF THE CONTRACTOR AND SUBJECT TO APPROVAL BY THE ENGINEER. APPROX. DIMENSION ON PLAN OF CHULA VISTA TRAFFIC ENGINEERING SECTION PRIOR TO THE ISSUANCE OF PERMITS 6. SEC77ON 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICA71ON NUMBER BE COLD PLANE TO LANE LINE SHALL APPROVED THESE PLANS FOR ANY SUCH WORK. ISSUED BEFORE A "PERMIT TO EXCAVA7E" WILL BE VALID. FOR YOUR DIG ALERT I.D. NO., CALL 9. SECTION 84 -3.02, "MATERIALS'; OF THE STANDARD SPECIFICATIONSUNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE E YOU DIG 3' PAVEMENT PREINFORCING Q IF THE NEED FOR 7RAFFIC CONTROL BECOMES APPARENT AFTER THE ISSUANCE OF A IS AMENDED TO READ: PAINT FOR TRAFFIC STRIPES AND PAVEMENT FABRIC Q PERMIT OR START OF WORK, THE INSPEC77ON SEC77ON MAY REQUIRE THE PREPARA77ON OF ARROWS SHALL CONFORM TO THE FOLLOWING STATE SPECIFICATIONS. 15' 1.5' EXISTING AC o SUCH A PLAN. IF SUCH DETERMINATION IS MADE BY THE INSPEC71ON SECTION, UPON PAINT STATE SPECIFICATION NO. RAPID DRY WATER-BORNE, # PTWB AC SURFACE `a_ N071FICA71ON OF THE SUPERINTENDENT OF THE JOB IN QUESTION, WORK IN THE RIGHTS OF -01 WHITE, YELLOW, AND BLACK DECEMBER 2003 WAY SHALL CEASE UN77L SUCH 77ME AS TRAFFIC CONTROL PLANS HAVE BEEN APPROVED BY TRAFFIC ENGINEERING. 10. GLASS BEADS SHALL CONFORM TO STATE SPEC. NO. 8010 -51J -22 ---------- ------------ ------------ ------------ ------------ ------ ------ --- THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEY MONUMENTS AND/OR (TYPE 111) n 4 0.15' MIN. COLD PLANE AND OVERLAY VERTICAL CONTROL BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. - QROFESS/pN A LAND SURVEYOR MUST FILED LOCATE, REFERENCE, AND/OR PRESERVE ALL HISTORICAL 11. COPIES OF STATE SPECIFICATIONS FOR TRAFFIC PAINT AND GLASS a� - �O C. q! OR CONTROLLING MONUMENTS PRIOR TO ANY EARTHWORK OR PROPOSED IMPROVEMENTS; a � � 2. F� BEADS MAY BE OBTAINED FROM THE TRANSPORTATION LABORATORY, -------- ------- - AND IF DESTROYED, A LAND SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRAC710E P.O. BOX 19128 SACRAMENTO CA 95819 TEL. 916 739 2400 OR LAND SURVEYING SHALL REPLACE SUCH MONUMENTS WITH THE APPROPRIATE MONUMENTS , , ( ) NEW STRUCTURE No. C48358 rn A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILLED AS REQUIRED HTTP://WWW.DOT.CA.GOV/HQ/ESC/TTSB/CHEMICAL/SPECPTWB -01 W � BY THE PROFESSIONAL LAND SURVEYORS ACT. IF ANY VERTICAL CONTROL IS TO BE (DEC03).PDF. COLD PLANE AND CONFORM TAPER DETAIa(- Exp. 6-30-2020 DISTURBED OR DESTROYED, THE CITY OF CHULA VISTA FIELD SURVEY SEC77ON MUST BE NOT TO SCALE s P NOTIFIED, IN WRITING, AT LEAST THREE (3) DAYS PRIOR TO THE CONSTRUCTION. THE CIvIL DEVELOPER/CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPLACING ANY q�OF CP,0 VER77CAL CONTROL BENCHMARKS DESTROYED BY THE CONSTRUCTION. QROFESS/py KETTLER LEWECK AS BUILT UTILITY NOTE 0 ENGINEERING DATE ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM S WE E TWA TE R AUTHORITY No. C48358 ,�,, 303 A STREET, SUITE 302 Public SIGNATURE RECORD DATA AT THEIR APPROXIMATE LOCATIONS. UNDERGROUND REVIEWED BY: Exp. 6-30-2020 SAN DIEGO, CA 92101 t: 619 269-3444 Improvement P.E. No. FACILITIES MAY EXIST WHICH HAVE NOT BEEN REPORTED OR ARE NOT RON R. MOSHER DATE *�q CIVt� * f: 619 269-3459 Printed Name OF RECORD. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL PERTINENT DIRECTOR OF ENGINEERINGSTEVEN C. KETTLER R.C.E. 740. C48358 EXP. 6-30-2020 DATE of CAI.\F www.kettlerleweck.com 2 OF X � My Registration Expires Discipline UTILITIES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. VALID FOR 18 MONTHS FROM DATE OF SIGNATURE Plans CONSTRUCTION RECORD REFERENCES By REVISIONS Date App'd BENCH MARK SCALE Designed By. Drawn By. Checked By. Submitted: Approved: CITY OF CHULA VISTA DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CONTRACTOR: C.V. DWG; 92-363,92-369, 92-374, 04071 CITY OF CHULA VISTA - A FOUND CHISELED HORIZONTAL CO. OF S.D. DWG; SD20304 CROSS AT THE TOP OF THE WEST END OF AN g INSPECTOR: NONE Date: Y B Y 310-316 K STREET _02 SWA W.O.; A3601.0, 3632, 7532 EXISTING CURB INLET AT THE SOUTHEAST CORNER Plans Prepared Under Supervision Of: DATE COMPLETED: OF "J" STREET AND THIRD. VERTICAL Planning: Landscape: Principal Civil Engineer ----- W.O. No. PC X:\PROJECTS\0156 - 310-316 K STREET ENGR PLANS PUBLIC IMPROVEMENT PLANS 0156-IMP-SHT-02.DWG 05-24-19 2:17:03PM ELEVATION : 103.71 FEET N.A.V.D. 88 NOTE R.C.E. No. NOTES AND SECTIONS Plotted by: Mike C8 . 0 FOR REFERENCE ONLY - SEE PUBLIC IMPROVEMENT PLAN XXXX-03 STUDIO I NOTE - THIS DRAWING IS NOT TO SCALE. THIS HAS BEEN REDUCED AND IS INCLUDED FOR REFERENCE ONLY. A R C H I T E C T S 2258 First Avenue Son Diego California 92101 0 SEWER LATERAL TABLE (PRIVATE) rruil@studioearchitectsoom NO. I STATION LENGTH I TYPE I 1E AT MAIN I DROP TO MAIN TC ELEV I DEPTH BELOW TIC I SLOPE I DISTANCE TO FF S1 1 6+89.01 1 40.88' 1 8" PVC I 1 0' (MH) 81' 1 1 1 40' LENGTHS ARE FROM SEWER CLEANOUT TO CENTERLINE OF SEWER MANHOLE T 619.2359252 F 619.235.0522 ............... . .... -—---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------;�------------------------------------------------------------- 1Z� L0 CURB DATA TABLE—K STREET CD z NO. DELTAIBRNG RADIUS LENGTH I REMARKS 0 EXIST CL ALONG K .. TIER PER SORSO DWG NO. G-02 C) 2 Ll N72*08'08"E 173.70' 1 TYPE G CURB AND GU KETTLER4 LEWECK [if �,'l LU ENGINEERING 0 FIRE SERVICE TABLE z . . ............. 303 A STREET, SUITE 302 < LENGTH 7[ COMMENTS [if ............... ............................. NO. STA 77ON TWE PIPE SAN DIEGO, CA 92101 0 F1 7+04.68 6" PVC 51.57' PUBLIC t: 619 269-3444 1 f: 619 269-3459 www.kettlerleweck.com U) 0 PROFILE K ME1.7(CENTERLINE) 0 WATER SERVICE TABLE (PUBLIC) z 0 SCALE. HORIZ. 1"--20' NO. STATION TYPE PIPE LENGTH VERT. 1 4' W1 8+04.02 2" COPPER 31.41' 0 W2 8+07.02 2" COPPER 31.42' UJ [if UJ U_ 0 zw KEY NOTES I— UZI SEWER EXISTING MONUMENT LEGEND UJ > CA EXISTING SEWER MANHOLE TO REMAIN El EXISTING LEAD AND DISC STAMPED 1L.S. 7019- AT A co ------------------------------------------------------------------------ -Fa CL-X------ ----- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------1-05-—------------------------------------------------------------------ 5.00' OFFSET IN CONCRETE WALK ALONG EXTENSION OF 1+ 0 CS LO EXISTING 8" VCP SEWER PIPE TO REMAIN, PROTECT IN PROPERTY LINE PER ROS NO. 22979 X CS 2 UJ + PLACE UJ T -0 0+0 Q, I— + z t+0�Q_ PROP TC ALONG K < STREET WATER PROPMED COAPRIMCIM NOTES z 0. < EXISTING 12- CL 235 PVC WATER PER CONST NO. 0.64% -A 20095008 TO REMAIN, PROTECT IN PLACE NO. G-03 PE G CURB AND GUTTER PER SORSO DWG ____&77777 PROPOSED TY -4 T EXISTING 8" Cl WATER (ABANDONED) U) EXISTING TC PROPOSED 24' DRIVEWAY WITH NON-CONTIGUOUS SIDEWALK PER C) o O EXISTING FIRE HYDRANT TO REMAIN CCVECPSD GSI-01 UJ (�D PROPOSED SIDEWALK UNDERDRAIN CURB OUTLET PER CCVECPSD C) EXISTING CATHODIC TEST STATION PER CONST NO. DRN-10, FL=100.0± [if 20095008 TO REMAIN R UJ PROPOSED PCC SIDEWALK PER SORSO DWG NO. G-07 < DRY UTILITIES ng PROPOSED TRENCH BACKFILL TYPE J PER CCVECPSD GSI-03 'K STREET COORDINATE U77LITY INFORMA77ON PROWDED BY TO PROPOSED SAW CUT AND AC PA TCHIRESURFA CE 6+00 7+00 PROFILE [if 8+00 9+00 10+00 COORDINA 7E KI 7H FOR ALL WORK ASSOCIATED WITH DRY PER DETAIL SHEET 2 >_ SCALE. HORIZ 1`20' n_ U 71LI TIES. PROPOSED SEWER CLEANOUT AT PROPERTY LINE SEE o VERT. 1 4' 0 SHEET C2.0 01 UJ EXISTING SDG&E ELECTRICAL TRANSFORMER TO REMAIN, (I) PROPOSED 6" BACKFLOW ASSEMBLY FOR FIRE SERVICE) SEE U_ PROTECT IN PLACE 0 SHEET C2.0 0) EXISTING SDG&E ELECTRICAL VAULT TO REMAIN (I) z PROPOSED 2" BACKFLOW ASSEMBLY (FOR WATER SERVICE) SEE 0 EXISTING AT&T CABINET TO REMAIN Cy) SHEET C2.0 LU[If U U EXIS77NG AT&T MANHOLE TO REMAIN, PR07ECT IN PLACE. U) ME d) ADJUST TO GRADE ( 1D PROPOSED 8" PVC STORM DRAIN PIPE SEE SHEET C2.0 < UJI o QD PROPOSED SA WCUT LINE 0 Q-) CC L,-- -_J EX z T cw,,-- � R/W Ld 1-4 Efl PR07ECT IN PLACE. ADJUST TO GRADE (JZ) CONNEC71ON TO EXIS77NG 12" CL 2.35 PVC WATER PER C6 05 EXISTING SDG&E ELECTRICAL TRANSFORMER TO REMAIN, U,J UJ U_ U_ 0 a', ------------- ...... .. ....... EXIS71NG SDG&E GAS CABINET TO REMAIN, PR07ECT IN PLACE. SWEETWATER AUTHORITY STANDARDS AND SPECIFICATIONS C CTS 0 cn cc UO) cc 00 ADJUST TO GRADE PROPOSED SEWER MANHOLE PER SORSD DWG NO. SM-02 co ........................................ ..........-----------...... . ......... 4*— Zm ___ —7,"'" = -e_ 0 EXISTING AT&T HANDHOLE TO REMAIN, PR07ECT IN PLACE. > o v, CL (a) LATERAL SEWER CONNECTION PER CCVECPSD SWR-OJ ADJUST TO GRADE 4 UJ 121 I'll, C-11 EXISTING POWER POLE (WOOD) TO BE REMOVED AND RELOCATE CU a-- 00 5� + + 00 CN 3: 3: z +!� CIO' K STREET f U) SP6 oo L� Mo W_ I;t i�_it to :C co CN �t 2 SURFACE IMPROVEMENT Z3 0C (a) ABANDON EXISTING J14" COPPER WATER SERVICE LATERAL co Zc la 11sp UJ 1�__] I— EX. b U1 W H ABANDONED) EXISTING CONCRETE CURB AND GUTTER TO REMAIN, NO. 9196 WITH 314- WATER METER < w co� co L T PROTECT IN PLACE C) �61 ., ___1 Ad w _w w w__w QDEXIS7ING 314" COPPER WATER SERWCE LATERAL NO. 9197 WTH rt�4 - ��� 14 ................. ...... ................. W ....... _w -w- UJ W_ W_ F2_1 EXIS71NG CONCRETE DRIVEWAY TO REMAIN, PR07ECT IN PLACE EXIS71NG 314" WATER METER TO REMAIN, PR07ECT IN PLACE 4_7 z -�-/00 N(n PER7�T: 20095008 D 0 A01 �"707 102� F-31 EXISTING SURVEY MONUMENT, AS NOTED, TO BE DESTROYED PROPOSED FIRE HYDRANT (1) ).6 12 EX. 12" CL 2J5 PVC WTR12 z .9 02 LU 5 .2 5 DURING AND REPALCED AFTER CONSTRUCTION (1) + :C4 X. LZI EXIS77NG TREE TO REMAIN, PROTECT IN PLACE 1+ X. 8 VCP S WR + Cf) 11 C* U) - 11 F 6 22 i + :_:� (6 (a) 7 16 2 21 EXIS77NG CONCRETE CURB AND GUTTER (PVT) TO REMAIN, 9 5 ( 1) PROTECT IN PLACE (D LU F2 6 T — — — F3 ........... F R6 EXIS71NG POWER POLE (WOOD) TO REMAIN, PR07ECT IN PLACE CL [if ------- UJ ............ ........ ----- .......... ... ........ (0 0 2� - ------------ - _- 07 EXISTING TRAFFIC SIGN L:__',, _z::::� --1 V) 4 EXISTING STREET LIGHT (COBRA TYPE) TO REMAIN cle) UJ 4 Cor� 2 0 EX R/W .1 X ------- F9 EXISTING POWER POLE (WOOD) 3 . ..................... ..... ..... 10 OR 0 L \T ------- 0 7 F1 O� EXISTING CONCRETE SIDEWALK TO REMAIN, PR07ECT IN PLACE 1 F-31 co LL 0 .............. 6 L\ L ............. N72*09 T_ LU ------ '05 170.00' [if -%, 100 4 T 10 8 .. ..... CENERAL NOTES 7 R/W o CONTRACTOR TO MATCH EXIST EAST ri:�i_ 'IV" - /I 1wiff, W C SIDEWALK CONCRETE AT THIS LOCATION C5 i.......... ..... .... ............... :Q 1. DEPTH OF DRY UTILITY LINES ARE TYPICALLY 2' TO 3' DEEP. EXACT ELEVATIONS ARE UNAVAILABLE FROM RECORD DRAWINGS, co i FOR ONSITE EX PLCONTRACTOR TO MATCH —------ -EAST -------------- AND NEED TO BE FIELD VERIFIED. fit SIDEWALK CONCRETE AT 77HI/S OCA 71ON -123 9' Project 17 EX PL PLANS/IMPROVEMENTS, 2 SEE BUILDING PLANS FOR STREET TREE AND IRRIGA71ON INFORMATION. LOT 2 Z�k L) I W�J SEE BUILDING J. ALL U71LITY HAND HOLES AND LIDS SHALL BE ADJUSTED TO THE NEW GRADE. APN 673-460-03 171":s� S: -\-7 0, LU PERMIT . .. I .. I ? 10/10/18 Design Review A ?_ 0_7�-4 0-08 MONUMENTATM NOTE co ZE% C[:,:E: 2/11/19 Design Review 2 THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEY MONUMENTS AND/OR VER71CAL CONTROL BENCHMARKS WHICH ARE U) C/) -------------111M EX 4/23/19 Design Review 3 ASPH PARKNG, 1. z -0-T DISTURBED OR DESTROYED BY CONSTRUCTION. A LAND SURVEYOR MUST FIELD LOCATE, REFERENCE, AND/OR PRESERVE ALL HISTORICAL + 1� 0146 k 9"REL71 1 1-777 1 OR CONTROLLING MONUMENTS PRIOR TO ANY EAR7HWORK OR PROPOSED IMPROVEMENTS, AND IF DESTROYED, A LAND SURVEYOR, OR A co 0 UJ co 5/31/19 Design Review 4 N 4 CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED AS REQUIRED BY THE PROFESSIONAL LAND SURVEYORS I 1 11 1_ --- ----_ I -\'/0'�?-6 X I I I � ___11Fq_ M I UJ CIVIL ENGINEER AUTHORIZED TO PROAC71VE LAND SURVEYING SHALL REPLACE SUCH MONUMENTS WITH THE APPROPRIATE MONUMENTS. A ACT IF ANY VERTICAL CONTROL IS TO BE DISTURBED OR DESTROYED, THE CITY OF CHULA VISTA FIELD SURVEY SEC71ON MUST BE < FOR NOTIFTHE IED, COST OF IN WRITINGREPLACING AT LEAST ANY 774RVER116AL EE (3) DAYS CONTROL PRIORBENCHMARKS DESTROYEDTO THE CONSUCTION. BY THE THE CONS7R DEVELOPERC770N.CONTRACTOR WILL BE RESPONSIBLE oAPN 673-460-04 PIDS NO, 22979 APN 673-460-05 z "DIG ALERT NOTICE < PLAN CURB (EAST) SECTION 421614217 OF THE GOVERNMENT CODE REQUIRES THAT DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO [if SCALE. 1`--20' NOTE: *EXTMME CAUTION I EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT 1.D. NUMBER, CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 AT 0 FOR STREET TREES, IRRIGATION, AND EXACT LOCATION AND DEPTH OF LEAST TWO WORKING DAYS BEFORE YOU DIG. UJ STREET FURNITURE SEE LANDSCAPE EXISTING UTILITIES IS UNKNOWN. PLANS. CONTRACTOR TO VERIFY AND PROTECT DURING CONSTRUCTION. NOTE: qjX0FESS/ON CONTRACTOR TO ADJUST TO GRADE NOTE: ALL EXISTING STRUCTURES, M.H. RIM, FOR PRI VA 7E IMPROVEMENTS IN R.O.W. INLETS RIM, GATE VALVES, LIDS, ETC. IN THE STREET & SIDEWALK & VERIFY SEE PERMIT FOR ENCROACHMENT INTO U71LITY LOCA77ONS PRIOR TO CITY R.0.W. No. C48358rn rri IV CON7RUCRON. 0(- Exp. 6-30-2020 clvjL SCALE: 1"---20' j(OFESS/,oN9 KETTLER-0-LEWECK OF CP,0� C. AS BUILT UTILITY NOTE /\. 41 ENGINEERING 20 0 20 40 SWEETWATER AUTHORITY C/) Z; No. C483 8 DATE ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM UJ M 303 A STREET, SUITE 302 Public SIGNATURE a: Exp, 6-30-2020 SAN DIEGO, CA 92101 RECORD DATA AT THEIR APPROXIMATE LOCATIONS. UNDERGROUND SCALE IN FEET REVIEWED BY: DATE t: 619 269-3444 P.E. No. FACILITIES MAY EXIST WHICH HAVE NOT BEEN REPORTED OR ARE NOT RON R. MOSHER CIVJ\� f: 619 269-3459 Improvement Printed Name OF RECORD. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL PERTINENT GRAPHIC SCALE DIRECTOR OF ENGINEERING STEVEN C. KETTLER R.C.E. NO. C48358 EXP. 6-30-2020 DATE 4 OF CA%_\� www.kettlerleweck.com My Registration Expires Discipline UTILITIES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. VALID FOR 18 MONTHS FROM DATE OF SIGNATURE 19F Cm.\� 3 OF X Plans CONSTRUCTION RECORD REFERENCES By REVISIONS Date App'd BENCH MARK SCALE Designed By. Drawn By. Checked By. Submitted: Approved CITY OF CHULA VISTA DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CONTRACTOR: C.V. DWG; 92-363,92-369, 92-374, 04071 CITY OF CHULA VISTA — A FOUND CHISELED HORIZONTAL INSPECTOR: CO. OF S.D. DWG; SD20304 CROSS AT THE TOP OF THE WEST END OF AN 1"=20' By By 310-316 K STREET SWA W.O.; A3601.0, 3632, 7532 EXISTING CURB INLET AT THE SOUTHEAST CORNER Plans Prepared Under Supervision Of: Date: ------03 DATE COMPLETED: OF 7 STREET AND THIRD. VERTICAL Planning: Landscape: Principal Civil Engineer X:\PROJECTS 0156 — 310-316 K STREET\ENGR\PLANS\PUBLIC IMPROVEMENT PLANS\0156-1MP—SHT!!703.DWG t-24-19 2:17:33PM) Plotted by: Mike ELEVATION : 103.71 FEET N.A.V.D. 88 1'=4' R.C.E. No. NOTES AND SECTIONS W.C. Na. PC C9 . 0 1 FOR REFERENCE ONLY - SEE PUBLIC IMPROVEMENT PLAN XXXX-04 NOTE : THIS DRAWING IS NOT TO SCALE. THIS HAS BEEN REDUCED AND IS INCLUDED FOR REFERENCE ONLY. A R C H I T E C T S 2258 First Avenue San Diego California 92101 EX R/W A° �� L mailOstudioearchitects.00m _. LEGEND -_- == - kms-- '...... ...._.._... ,._..�.. ........ ..... ..� .._ .....,' _'�_____.,.._. ...__________________'_ __,....,,...,.,, ...m_.,...... _ ... ............................................_____. H• ---- -- - � - - �- --.... . _.._ ............ .... ... .... ...... � ... ---_-_-. ` � � ; _ RIGHT OF WAY (R/W) AND OR. .......................... . n c PROPERTY LINE (PL) T 619 239262 F 619 2350622 y v 2 = - n STREET K �a �> � � ��y.� ;,C a,�,p� I STABILIZED CONSTRUCTION ENTRANCE. .................... . o000p0 0000p P v1 000 00 00 00 z w f-. x O o �, EX, t3" C( �CFi (AHANDCNECa) d C� .. `. FIBER ROLL . ............................................ . �.. _ ----.,.:: - ------- - - KETTLER LE K :_ . > 20 EX. 12" CE 23.E PVC WCR W GRAVEL BAGS. ........................................... LU �� PEP CONST:, 20095005 j v ` E N G I N E E R I N G 0, L _1 �n �� CONSTRUCTION FENCE. .................................... z7 `- X 303 A STREET, SUITE 302 o _ ....- _ r _. __ -..._. s— t SAN DIEGO, CA 92101 59 -.... EX. 5" VCP SIF? `�- 3 "� 3 o CONCRETE WASTE STORAGE (CW) : 619 269-3444 I f: 619 269-34 3 ; ' O SOLID WASTE STORAGE (SW) F w FsW www.kettlerleweck.com U) `� .`� SANITARY SEWER WASTE STORAGE (SSW) z __ I G MATERIAL STORAGE (MS) SSW Psl HW o �- Ca .. ....... ___- — w -- --- - - _ HAZARDOUS WASTE (SSW) _. LU -- = _ o ,� c - LEGEND -- � C cV C` 4 UJ EX .. _ -_ _.__� fir..- N /XI ( EE DETAIL SHEET ) _ ........ ----- ---- ---- - -_ 1 INSTALL CONSTRUCTION STABILIZATION EN1RA CE E T S 2 hr -1 = - - 0 o _ ............ _.. ..: .... . STUDIO I _ 2O INSTALL FIBER ROLL (SEE DETAIL SHEET 2) 100 0 [if - -- ° N72 0 T 0.00 C1 -- EX E 30 INSTALL VELOCITY CHECK DAM (SEE DETAIL SHEET 2) LU RIW _ 2 -7r- ....... 0 - - 1 Q INSTALL CONSTRUCTION FENCE (SEE DETAIL SHEET 2) ° EX PL c3 X - ........ CW SW c LU EX PL l <� LU NOTES a _ o I -7 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS c WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. z o JEW] MS 2 _- _. ✓ "-, °og P 2. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH o°o I � GRAVEL, LAYERED AND PACKED 71GHTLY. o W ;1,;' I �� ( 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. __. - APN 673-450-�08 ( �` 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT UJ o _...___ - - AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. oJLr. L01 2 1 5. SIDEWALK AND STREET IMMEDIATELY ADJACENT TO CONSTRUCTION DRIVEWAY TO BE U �� I �f7 I—— ............. ( yc o { �� SWEPT CLEAN OF SEDIMENT AND DEBRIS DAILY OR AS NECESSARY TO MINIMIZE w APN 673�460�03 0 �w J N I 1 i _......... I I ( SEDIMENT ENTERING PUBLIC STORM DRAIN SYSTEM. r..... 310 K STREET I-- - -i __ ✓ ( OPENING AT INLET I ° - BACK OF SIDEWALK cu I I f- [.� _ T �-----EMBED FIRST ROW GRAVEL FILLED SANDBAGSTCH r z C .T _ ___ OF GRAPNEL BAGSW OF GRAVEL BAGS ARE STACKED IN BACK OF CURB O o �: HALF DEPTH CURB BASIN I I TIGHTLY �� I . { _ I �...) EXIS71NG BUILDING I I HALF DEPTH �o ( ` . ' �, ..] I BAG EMBEDDING DETAIL �� �� I :�� : _ , ,,y� , I j �I GRAVEL BAG DETAILS 1 __ (�. NOT TO SCALE p� LU 0 UJ o G� AFF 17 ton LU I r _ f,. ®�OW POINT / -,- \ ;? G r -L ..___.- _ ( �� AGS HIGH �� A PLAN VIEW I UJ _, Y., o o�02 0�0� PONDING HEIGHT B INLE SIDEWALK CUR Q I �_ c 0 � SP"LWA __ if _UJ IU I U z _� a - --' Z 3 BAGS HIGH LU I v ��`s� �� 7 j�� ���� 7 f � Lu GRA 1/EL GRA I/EL TYPICAL INLET DETAIL BAS�N N to I S BAGGING ON BAGGING ON NOTES: SECAON A - A O � IDS NO, 22 Q PARKING LOT BIORETENTION 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET (� co __.__ APN 673-460-07 UJ - - :?Lt1 100 "- SWALE SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE [Y� N -- O FROM RUNOFF. Q w ------------ -- - �- Tr. - 2. SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC ARE o I �--- ( GRAVEL BAGS OVERLAP FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. L z ONTO CURB 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR O CM W. ❑ 4. INSPECLU SID T BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. O } ri SE AN GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY r 0 o I C ......... Ls IMMEDIATELY.D \ - / co LL LU Y[if U.7 .. V Imo~_ J`.. L -_ "�- J — — _, — — GRAVEL BAG INLET PROTECTION a - - ..� ._.. ... ..... -- - 1 co T' I _.._ I _ ________ (� r " 3 FT (0.9 M) MIN. NIS Project 17-123 �' ( TEMPORARY AC ROLLED CURB WITH 3 PIPE LU . ...... �� RUN DRAIN �— I �.0 _ _... �, �' �' GAP BETWEEN BAGS 10/10/18 Design Review _ ��`�,.� _� 2/11/19 Design Review 2 -- ACTS AS SPILLWAY BAGS GE OF SIDEWALK c WITH ENDS OVERLAPPED _...._ - f-�-� THREE LAYERS OF GRAVEL o �,.....�- � 4 � EX ED 4/23/19 Design Review 3 II i ( 5/31/19 Design Review 4 LU __________---- _______ _.. .._. APN 67&46008 GRAVES BAGS g w ANCHO D� LA AC1O ( �` q r_ _ NTS OO 00 00 EX R/W � ..�_........�............_,. _ �. � ---- --- ------ -- -...-. ----- -- _ r�..._. � - O 0000160 ���� � �. ��,, � � Q ROLLING GAlE ate .____._. „_._ n � 1X1 X2 STAKED Q O O ___ ____....... _ C._) � )fl Ca AT 4 ON CENTER 0000 GRAVEL ENTRANCE AREA 0 'I // 0 OD z a>x f' c7 Urc �� J / i i O 000 O 3" DIA. COARSE GRAVEL a I C- — / / o00O Q o 5 ° c ������ ��"// O 0 6 DEPTH MIN. h / ��� / FIBER ROLL PD00 00 -- — / /I i �/, (8 DIAMETER) 06 O 8 00 O FOLLOW PROPOSED _..... _._ lr-„ - /��/ / ��/ O 0 O O00 DRIVEWAY LAYOUT _�. �i / , CIO 00000 0 �._ ESS/0 _.. n 2" 24' N72 48' 1 __Q� . . �w � � = _— _ �— ] t STABILIZED CONS1'RUC110N DRIVEWAY Z _.._. I -m . _, ,.....__. - No. C48358 rn Lal 7_.. _.__, .- _.� 1 rry ENTRANCE EROSION CONTROL DETAIL o Exp. 6-30-2020 APN 673-460-�31 �� � I :��, APN 673-460-38 ( <L' NOT TO SCALE PLANT VIEW s�q��vj\\ FIBER ROLL QRpFESS/DH9 KETTLER- LEWECK ca NTS O �C. � !F AS BUILT UTILITY NOTE ENGINEERING N SWEETWATER AUTHORITY No. C48358 , ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM 20 0 20 40 Z 303 A STREET, SUITE 302 Public SIGNATURE DATE RECORD DATA AT THEIR APPROXIMATE LOCATIONS. UNDERGROUND REVIEWED BY: c( Exp. 6-30-2020 SAN DIEGO, CA 92101 t: 619 269-3444 Improvement P.E. No. FACILITIES MAY EXIST WHICH HAVE NOT BEEN REPORTED OR ARE NOT SCALE IN FEET RON R. MOSHER DATE *T,9 CIV �* f: 619 269-3459 Printed Name OF RECORD. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL PERTINENT DIRECTOR OF ENGINEERING www.kettlerleweck.com STEVEN C. KETTLER R.C.E. Na C48358 EXP. 6-30-2020 DATE OF Cpl\F 4 OF X Plans My Registration Expires Discipline UTILITIES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. GRAPHIC SCALE SCALE: 1"=20' VALID FOR 18 MONTHS FROM DATE OF SIGNATURE CONSTRUCTION RECORD REFERENCES By REVISIONS Date App'd BENCH MARK SCALE Designed By. Drawn By. Checked By. Submitted: Approved: CITY OF CHULA VISTA DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CONTRACTOR: C.V. DWG; 92-363,92-369, 92-374, 04071 CITY OF CHULA VISTA - A FOUND CHISELED HORIZONTAL CO. OF S.D. DWG; SD20304 CROSS AT THE TOP OF THE WEST END OF AN " g INSPECTOR: 1 =20 Date: Y B 310-316 K STREET —04 SWA W.O.; A3601.0, 3632, 7532 EXISTING CURB INLET AT THE SOUTHEAST CORNER Plans Prepared Under Supervision Of: Y DATE COMPLETED: OF "J" STREET AND THIRD. VERTICAL Principal Civil Engineer ----- ELEVATION : 103.71 FEET N.A.V.D. 88 1"=4' R.C.E. No. Planning: Landscape: EROSION CONTROL PLAN W.O. No. PC X:\PROJECTS\0156 — 310-316 K STREET ENGR PLANS PUBLIC IMPROVEMENT PLANS 0156—IMP—SHT-04.DWG 05-24-19 2:17:50PM Plotted by: Mike C1 0 . 0 EX. TURF PARKWAY & EX. BELOW—GRADE UTILITY LINES EX. UTILITY VAULTS & EVERGREEN PEAR TREE EX. UTILITY VAULTS & TRANSFORMERSTUDIO S TRANSFORMERS URBAN CORE SPECIFIC PLAN CANDIDATE PLANT LEGEND LANDSCAPE PLANS SHALL BE CONSISTENT WITH THE DESIGN REQUIREMENTS & ❑ cis�4� 16 " SYMBOL BOTANICAL NAME (COMMON NAME) MIN. SIZE WUCOLS K STREET KOU X A R C H I T E C T S RECOMMENDATIONS CONTAINED IN CHAPTER VII/VIII — DESIGN GUIDELINES OF THE "+ " Lv 17 " " URBAN CORE SPECIFIC PLAN. PROJECT FRONTAGE SHALL BE PEDESTRIAN—FRIENDLY "' PROJECT ACCENT TREES (SUCH AS): 1C E CTR R 18 ELECTRIC ARKOUT AND EMPHASIS WILL BE PLACED ON CALIFORNIA AND MEDITERRANEAN LANDSCAPING. '� " TEL.. k LIT � ROBINIA A. "PURPLE ROBE" 36" BOX MOD LANDSCAPE ELEMENTS KEY - _ .. . y- -' K` e - . u.. (P ST TREE) ,_ . . 2258 Flrst Avenue 1 _ _ - 36 BOX MOD GARDEN WALL. SEE L2.0. <" ,t '" _; >.: '.> ` ���, _ „ � ELEC "` ,:' r=� .� _ .•;' 'T�.' -T< CERCIS CANADENSIS " 1-lt i`.� '��.�ln<-. r < . (EASTERN REDBUD) NEW 6FT HIGH PERIMETER CMU WALL SEE L2.0. 0X. SIDEWALK ❑3 NEW CITY SIDEWALK � 3 ® SECONDARY ACCENT TREES SUCH AS : X. SI A T '�:. . ` >�p; ,III -, ,ci, -L µ _ - E. ( ) San Diego California 92101 ®UNIT PATIOS,TYP. Arr - ; i��' " ;J _ _ _ _ YUCCA S 24 BOX LOW ;�- .1 N ( PINELESS YUCC ) 5 „• o ❑RESIDENT BBQ AREA - - ,• � •'. - ='4�• _ �- - -_<^_ - ^ YUCCA GLORIOSA 2 BOX LOW 6 GREEN SCREEN mail@studiaearchitects.com (D , (SPANISH DAGGER) + ❑RESIDENT ACTIVE COURTYARD AREA WITH SYNTHETIC TURF FOR ~~ ':❑; g CORDYLINE AUSTRALIS 24" BOX LOW RECREATIONAL ACTIVITIES ;r~ ~ ~ „•., 2 (GIANT DRACAENA) , + ~ ~` STEPPING . c S w CORDYLINE A. 'RED STAR' 24" BOX LOW T 619.235.9262 F 619.235.0522 ®RESIDENT 'PASSIVE' COURTYARD WITH SEATING, SMALL WATER FEATURE, 14 °-,-�;• + 8 SQ. C C. DECORATIVE GRAVEL & SHADE TREES P (RED DRACAENA) CORDYLINE A. 'JIVE' 24" BOX LOW =`-� (JIVE DRACAENA) form/work 2585 UNIVERSITY AVE. (DDECORATIVE UNIT PAVERS, TYP. .:'";. + l �I � �I I� ! SII � + ," ^; ; SAN DIEGO,CA 92104 TRASH ENCLOSURE �,__ ,., ;. 1 �,..; COURTYARD ACCENT TREES (SUCH AS): A 619.269.4423 D S C A P E A R C H E C r URE 11 DECORATIVE COBBLE: OAK CREEK (OR SIMILAR), TYP. : CASSIA LEPTOPHYLLA 36" BOX MOD 12 MODULAR STORMWATER UNIT. TREE UC LYPTUS N 15 (GOLD MEDALLION TREE) 13 NEW DRIVEWAY + �. �..~", o � f 11 ❑' l CERCIDIUM 'DESERT MUSEUM' 36" BOX LOW 14 NEW 6FT HIGH PERIMETER VINYL FENCE. SEE L2.0. (THORNLESS PALO VERDE) ._ + STREET TREES (SUCH AS): 15 NEW CONCRETE PAVING, TYP. ' +.. ❑ - 16 NEW PEDESTRIAN POLE LIGHT IN R.O.W., TO COMPLY WITH URBAN CORE ZELKOVA S. 'CITY SPRITE' 36" BOX MOD VINE & SHRUB -t.., o (SAWLEAF ZELKOVA) SPECIFIC PLAN: 12—FT ERA SERIES BY KIM LIGHTING (OR EQUAL). SCREENING °° + F I'll µ....,, W,,: 36 BOX MOD 17 NEW DECORATIVE BENCH IN R.O.W, TO COMPLY WITH URBAN CORE SPECIFIC 10 ` t twt _ `.P�.:'.,a Pr ;,, _�..ti, (HONG KONG ORCHID TREE) PLAN. FINAL APPROVAL DURING BUILDING REVIEW. _ r�l< ,,,r, � •� L.�� {f t,�`y' pr �,�:t'ars f� c•y :,e 1. i ^ ,\SCC f^ r r,'l -• ',, •''~ 1 b. Oji' _ r Ci,- -1� '-� l' .,�.kl I - ' •-'' ` '. �_ •'` :1= '.;� PAR AREA REES (SUCH AS): 18 NEW DECORATIVE BIKE RACK IN R.O.W TO COMPLY WITH URBAN CORE ' ' ' <_ t. '<^ "' `` . ,'r r, ^" " `� <'� r''• � _ •��°``•� ''' "`^' <"- "" CHITALP X TAS NTENSIS 24" BOX LOW , • A H SPECIFIC PLAN. FINAL APPROVAL DURING BUILDING REVIEW. f' (CHITALPA TREE) LANDSCAPE NOTES 15 NEW BUILDING 15 EX. » n, o • RHUS LANCEA 24 BOX LOW FAST—FOOD } � I A 1 THE PROPOSED LANDSCAPE & IRRIGATION WILL COMPLY WITH THE CITY OF CHULA "r �a°oao �a�o ��oo o PARKING LOT ) WWWWWW . (AFRICAN SUMAC) VISTA WATER CONSERVATION ORDINANCE, CHAPTER 20.12 OF THE MUNICIPAL >.," W-W-.-W- - W W W W W W W °'o - ❑ �� ° 6 SHRUBS SUCCULENTS GROUNDCOVERS VINES SUCH AS): CODE. " W'W W 'E KING' 2) NO REAL TURF/LAWN IS PROPOSED. W W a �°' �° �' ( WART ARBUTUS) 5 GAL LOW 3) THE PROPOSED LANDSCAPE & IRRIGATION WILL BE DESIGNED IN ACCORDANCE WITH �' W / ' 8 °° °° - �' w D S THE CITY OF CHULA VISTA LANDSCAPE MANUAL. ``.�= o�°o0 4� LEPTOSPERMUM S. CVS 5 GAL LOW 4) ALL PARKING AREAS WILL MEET THE REQUIREMENTS OF THE CITY OF CHULA VISTA E ❑ (DWT TEA TREE) , SHADE TREE POLICY. 1 `- 'I'' _ ❑ 1 J i� �4 - ' 5 WORK WITHIN THE PUBLIC RIGHT—OF—WAY SHALL REQUIRE AN ENCROACHMENT ,< .:f,,,",,' ;;_:. =;` - "� :>;'1t'.<' R "' ' ' '�`r- ' ;:.^°� " f'` AEONIUM SPP. 1 GAL LOW I PERMIT AND SHALL BE MAINTAINED BY THE APPLICANT VIA AGREEMENT WITH THE - y '- (AEONIUM) CITY. EX. =; + :" :r ALOE 'JOHNSON'S HYBRID' 1 GAL LOW 6) A FULL LANDSCAPE CONSTRUCTION PACKAGE MUST BE SUBMITTED AND MULTIFAMILY7 + (JOHNSON'S ALOE) APPROVED PRIOR TO ISSUANCE OF BUILDING PERMIT. d7 7) TREES SHOULD BE PLACED AS FOLLOWS: ALOE STRIATA 1 GAL LOW .�.:; + (CORAL ALOE) �� Q a: A MIN. OF 8FT BETWEEN THE CENTER OF THE TREES & THE EDGE OF THE s L.� III I SENECIO SERPENS 1 GAL LOW U hp}„ DRIVEWAY, 6FT FROM WATER METER, GAS METER, & SEWER LATERALS. b: A MIN. OF 15FT BETWEEN THE CENTER OF TREES OR LARGE SHRUBS TO UTILITY (BLUE CHALK STICKS) POLES STREET LIGHTS. AGAVE SPP. 1 GAL LOW c: A MIN. OF 8FT BETWEEN THE CENTER OF TREES OR LARGE SHRUBS & FIRE (AGAVE) d: NODSPECIESIRE OF DTREERORELARGESPRINKLER, SHRUBS SHOULDSTANDPIPE E PLANTED CONNECTIONS.UNDER OVERHEAD I ❑ X ` I KALANCHOE LUCIAE 1 GAL LOW (a ~"f L. I t I �;• (PADDLE PLANT) INSTALLATION OR MAINTENANCE OF THESE UTILITIES. ,< . + ❑ ❑` +',' SEDUM SPP. 1 GAL LOW LINES OR OVER UNDERGROUND UTILITIES IF PLANT GROWTH INTERFERES WITH THE t �. e: IN ADDITION TO TREES, OTHER PLANT MATERIALS SHOULD BE SPACED SO THAT `�'„i + IL. �❑ h 1,,,, III. ❑ (STONECROP) THEY DO NOT INTERFERE WITH THE LIGHTING OF THE PREMISES OR RESTRICT ACCESS TO EMERGENCY APPARATUS SUCH AS FIRE HYDRANTS OR FIRE ALARM 14 .N.°- + J I.”~"F') BDG OVEJ .HFANG, YP. V` ROSEMARINUS 0. 1 GAL LOW BOXES. � + 1 SQ. CONIC. ^'' �� (ROSEMARY CULTIVARS) N � ;� : ; + TEPPING STONES, �I .ti,.' f: TREES WITHIN SIGHT LINES SHALL REQUIRE MAINTENANCE OF 10FT CLEAR TRUNK ;-:>'=' ;; ,.'t, '=�; ECHINOCACTUS GRUSONII 2 GAL LOW HEIGHT FOR VISIBILITY ONCE TREE ATTAINS A SUFFICIENT HEIGHT. + YP g _, M ` ' , � g: TREES THAT ARE TO BE CLOSER THAN 10FT FROM A HARD SURFACE SHALL BE � r � •"' � �" (BARREL CACTUS) N PLANTED WITH ROOT BARRIER AT THE EDGE OF THE PLANTING AREAS TO sem= ;r, 4 -�f ti r= �j 1= ECHINOCACTUS GRUSONII 2 GAL LOW Q PREVENT ROOT DAMAGE TO THE ADJACENT PAVING. x: W W "W ? > �: 7 ;Y; _ ❑W r 111 0 (B S) ' LANDSCAPE FIGURES 5 GAL MOD " 1 T , _ ,•, ,, r .,�,:;:i,,;, � x DISTICT S BUCCINATORIA }, LANDSCAPE AREA: 9,746 SF , ``' (BLOOD RED TRUMPET VINE) O .- M ` ' , TOTAL SITE: 49,408 SF '�;;';= ? �`, II',r,'12 ' MACFADYENA UNGUIS—CAT( 5 GAL MOD j LL - "< LANDSCAPE PERCENTAGE: 19.7% t'_<'_` -> �,, =^ - (CAT'S CLAW) lk SOLANUM LAXUM 5 GAL MOD tH UNCOVERED PARKING AREA: 8,816 SF 1:1 (POTATO VI LANDSCAPING IN PARKING AREA: 931 SF ; o',, _ Project 17-123 ^ LANDSCAPING PERCENTAGE: 10.6% ^. - STORMWATER PLANTINGS (SUCH AS): 1 EX. PINE TREE FESTUCA MAIREI 1 GAL MOD 10/10/18 Design Review UNCOVERED PARKING AREA: 8,816 SF %' %��%' (ATLAS FESCUE) 2/11/19 Design Review 2 ESTIMATED TREE SHADING IN 15 YEARS: 6,358 SF - )`"."- " "" 2 SHADE PERCENTAGE: 72% ' MULHENBERGIA DUBIA 1 GAL LOW SEE E P 4/23/19 Design Review 3 (PINE MUHLY) ^' r LANDSCAPE DESIGN STATEMENT t, THE LANDSCAPE DESIGN IS INTENDED TO PROVIDE AN ATTRACTIVE AND RESPONSIBLE All SYNTHETIC TURF: LIVING ENVIRONMENT FOR THE PROJECT RESIDENTS; AN AESTHETICALLY—PLEASING ' • -. � l ,, - � W W "FOREVERLAWN" BY DUPONT (OR EQUAL) PLACE TO CALL HOME THAT BOTH THE RESIDENTS AND NEIGHBORS CAN TAKE PRIDE IN, ALL WHILE ACKNOWLEDGING WATER AS AN EXTREMELY VALUABLE COMMUNITY RESOURCE. THE BUILDING HAS BEEN ARRANGED SUCH THAT THE PROJECT CAN PROVIDE A HANDFUL OF OUTDOOR SPACES FOR RESIDENTS TO ENJOY. IRRIGATION DESIGN STATEMENT ; THE IRRIGATION SYSTEM WILL BE DESIGNED TO REDUCE THE OVERALL WATER PARKING W " ; - REQUIRED FOR SUPPLEMENTAL IRRIGATION. ALONG WITH THE RESPONSIBLE SELECTION =,b•` OF PLANT MATERIALS, VARIOUS IRRIGATION TECHNOLOGIES WILL BE UTILIZED IN ORDER LIGHfS ` ITH _ �oDSCAPF9 TO COMPLY BOTH WITH THE STATE AND CITY OF CHULA VISTA WATER CONSERVATION SHJE1 DING,```TYP ,` ��S�o� uc s, ORDINANCES.AND LOW—(NCLUDE VOLUME SUBBSURDFACE DRIP CONTROLLERS, ANDFLOW DEEP ANDRAIN TREE SENSORS, • • BUBBLERS. 01/31/2020 Renewal Dele •t.' CONCEPT COMPLIANCE STATEMENT THIS LANDSCAPE DESIGN AND THE FINAL LANDSCAPE PLANS WILL REFLECT I s;~�}`��". } r > o X PINE TREE CONFORMANCE WITH THE CITY OF CHULA VISTAS LANDSCAPE WATER CONSERVATION ,. "1„^, ) ' ORDINANCE (CVMC20.12), PROMOTING WATER CONSERVATION THROUGH THE USE OF 14 <'t f.' -'f Conceptual MODERATE AND LOW—WATER REQUIRING PLANT SPECIES, GROUPING OF PLANT MATERIAL WITH SIMILAR WATER REQUIREMENTS AND IMPLEMENTING A LOW VALUE AND r ;� ��_ " �`: :`- K>: �9,;, -�' ' , — ""^ Landscape �.,� +, 1 P`,,. •' ,. ",,; ,- . ,>. •I,-'t_ u.t .t, _ ,� �h. ..J - .R;•. - '?-'- ti. >t,< 'th_" >, 1,9', ,' .L. _ .�'`_n<a EFFICIENT AUTOMATIC IRRIGATION SYSTEM. --❑- 2 2 _ Plan LIGHTING CONCEPT STATEMENT EX. BANK PARKING LOT" LIGHTING SHOWN IS CONCEPTUAL/DIAGRAMMATIC. PARKING LOT LIGHTING: LED 1 """"""I' Ii LUMINAIRES ON 25' ALUMINUM POLE AROUND THE OUTER PERIMETER. FIXTURES 1 EX. TREE SHALL BE EQUIPPED WITH HOUSE—SIDE SHIELDS TO PREVENT LIGHT TRESPASS ON ADJACENT PEDESTRIAN RSOCALEIBOLLARDS LIGHTINGGATI COURTYARDS/WALKWAYSLED WALLPACKS, CONCEPTUAL LANDSCAPE PLAN A 1 16"=V-0" ❑❑ NORTH—0" 1 0 EX. TURF PARKWAY & EX. BELOW-GRADE UTILITY LINES EX. UTILITY VAULTS & EVERGREEN PEAR TREE TRANSFORMERS URBAN CORE SPECIFIC PLAN EX. UTILITY VAULTS & TRANSFORMERS CANDIDATE PLANT LEGEND M[ U 16 LANDSCAPE PLANS SHALL BE CONSISTENT WITH THE DESIGN REQUIREMENTS & GAS SYMBOL BOTANICAL NAME (COMMON NAME) MIN. SIZE WUCOLS TIONS CONTAINED IN CHAPT WSTREET A R C H I T E C T S RECOMMENDATIONS ER VII - DESIGN GUIDELINES OF THE 17 URBAN CORE SPECIFIC PLAN. PROJECT FRONTAGE SHALL BEPEDESTRIAN-FRIENDLY "'EZE ELECTRIC MARKOUT PROJECT ACCENT TREES (SUCH AS): . ...... 18 '' ", ' : ROBINIA A. "PURPLE ROBE" 36" BOX MOD AND EMPHASIS WILL BE PLACED ON CALIFORNIA AND MEDITERRANEAN LANDSCAPING. Gf-T-6-1 —---------------------------- 4--------- --------------- ------- -- KC LANDSCAPE ELEMENTS KEYr,r (PURPLE ROBE LOCUST TREE) 22 58 First Avenue 0GARDEN WALL. SEE L2.0. ........ ELEC CERCIS CANADENSIS 36" BOX MOD (EASTERN REDBUD) (DNEW BFT HIGH PERIMETER CMU WALL. SEE L2.0. EX. SIDEWALK NEW CITY SIDEWALK % SECONDARY ACCENT TREES SUCH AS): Son Diego Califor-nia 92101 X. S BOX LOW ------------------- G)UNIT PATIOS,TYP. YUCCA ELEPHANTIPES 24 Im ------------- P (SPINELESS YUCCA) (DRESIDENT BBQ AREA YUCCA GLORIOSA 242' BOX LOW GREEN SCREEN (SPANISH DAGGER) ORESIDENT 'ACTIVE' COURTYARD AREA WITH SYNTHETIC TURF FOR CORDYLINE AUSTRALIS 24" BOX LOW RECREATIONAL ACTIVITIES /fi2 (GIANT DRACAENA) 18" SQ. CC 4C. CORDYLINE A. 'RED STAR' 24" BOX LOW T 619235.9262 F 619.235,0522 ORESIDENT 'PASSIVE' COURTYARD WITH SEATING, SMALL WATER FEATURE, L 1, STEPPING ST% (RED DRACAENA) DECORATIVE GRAVEL & SHADE TREES CORDYLINE A. 'JIVE' 24" BOX LOW (DIDECORATIVE UNIT PAVERS, TYP. ------------ (JIVE DRACAENA) fwm/work 25A5 U IN I VF R'S AVIE, SAN DI CGO,CA 9 21 OA T,619 69 4423 LAN DSCAPIE ARCH T'E TRASH ENCLOSURE COURTYARD ACCENT TREES SUCH AS C T U R E (DIDECORATIVE COBBLE: "OAK CREEK" (OR SIMILAR), TYP'. CASSIA LEPTOPHYLLA 36" BOX MOD EX. EUC LYPTUS 15 (GOLD MEDALLION TREE) @MODULAR STORMWATER UNIT. ................. TREE 2 CERCIDIUM 'DESERT MUSEUM' 36" BOX LOW 13-NEW DRIVEWAY (3NEW 6FT HIGH PERIMETER VINYL FENCE, SEE L2.0. (THORNLESS PALO VERDE) @NEW CONCRETE PAVING, TYP. /. 7777_1 STREET TREES SUCH AS ............. \,"j ZELKOVA S. 'CITY SPRITE' 36" BOX MOD @NEW PEDESTRIAN POLE LIGHT IN R.O.W., TO COMPLY WITH URBAN CORE VINE & SHRUB (SAWLEAF ZELKOVA) SPECIFIC PLAN:12-FT "ERA" SERIES BY KIM LIGHTING (OR EQUAL). SCREENING 36" BOX MOD loolooloolooloo— BAUHINIA BLAKEANA @ NEW DECORATIVE BENCH IN R.O.W, TO COMPLY WITH URBAN CORE SPECIFIC (HONG KONG ORCHID TREE) PLAN. FINAL APPROVAL DURING BUILDING REVIEW. T N� 1 7 PARK SIG AREA TREES SUCH AS): @NEW DECORATIVE BIKE RACK IN R.O.W, TO COMPLY WITH URBAN CORE C CHITALPA X. TASHKENTENSIS 24" BOX LOW c2) -7- f k (CHITALPA TREE) SPECIFIC PLAN. FINAL APPROVAL DURING BUILDING REVIEW. ti EX. LANDSCAPE NOTES NEW BUILDING RHOS ILANCEA 24" BOX LOW FAST-FOOD (AFRICAN SUMAC) IIIH 1) THE PROPOSED LANDSCAPE & IRRIGATION WILL COMPLY WITH THE CITY OF CHULA PARKING LOT VISTA WATER CONSERVATION ORDINANCE, CHAPTER 20.12 OF THE MUNICIPAL SHRUBS UCCULENTS/GROUNDCOVERS/VINES SUCH AS): /S CODE. ff IIIIIJIN 11111111 1111IN W� ARBUTUS U. 'ELFIN KING' 5 GAL LOW 8 2) NO REAL TURF/LAWN IS PROPOSED. 3) THE PROPOSED LANDSCAPE & IRRIGATION WILL BE DESIGNED IN ACCORDANCE WITH (DWARF ARBUTUS) THE CITY OF CHULA VISTA LANDSCAPE MANUAL. LEPTOSPERMUM S. CVS 5 GAL LOW 4) ALL PARKING AREAS WILL MEET THE REQUIREMENTS OF THE CITY OF CHULA VISTA lifliIIIIIIIINI (DWF TEA TREE) SHADE TREE POLICY. VV, 5) WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL REQUIRE AN ENCROACHMENT AEONIUM SPP. 1 GAL LOW PERMIT AND SHALL BE MAINTAINED BY THE APPLICANT VIA AGREEMENT NTH THE 1111111fli III]1 11 V1_ ....... ...................................... (AEONIUM) CITY. M. ...... EX. ALOE 'JOHNSON'S HYBRID' 1 GAL LOW 6) A FULL LANDSCAPE CONSTRUCTION PACKAGE MUST BE SUBMITTED AND L A 7) TREES SHOULD BE PLACED AS FOLLOWS: ALOE STRIATA 1 GAL LOW RHI < APPROVED PRIOR TO ISSUANCE OF BUILDING PERMIT. MULTIFAMILY -7 (JOHNSON'S ALOE) CORAL ALOE .............. a. A MIN. OF 8FT BETWEEN THE CENTER OF THE TREES & THE EDGE OF THE DRIVEWAY, 6FT FROM WATER METER, GAS METER, & SEWER LATERALS. SEN�ECIO SERPENS 1 GAL LOW b. A MIN. OF 15FT BETWEEN THE CENTER OF TREES OR LARGE SHRUBS TO UTILITY (BLUE CHALK STICKS) C6 POLES/STREET LIGHTS. AGAVE SPP. 1GAL LOW Ln c: A MIN. OF 8FT BETWEEN THE CENTER OF TREES OR LARGE SHRUBS & FIRE (AGAVE) > HYDANTS, FIRE DEPARTMENT SPRINKLER, & STANDPIPE CONNECTIONS. ............ . . . I .............. CU KALANCHOE LUCIIAE 1 GAL LOW LINES OR OVER UNDERGROUND UTILITIES IF PLANT GROWTH INTERFERES WITH THE (PADDLE PLAINT) d: NO SPECIES OF TREE OR LARGE SHRUBS SHOULD BE PLANTED UNDER OVERHEAD woo SEDUM SPP. 1GAL LOW .............. o INSTALLATION OR MAINTENANCE OF THESE UTILITIES. ----------- C e: IN ADDITION TO TREES, OTHER PLANT MATERIALS SHOULD BE SPACED SO THAT (STONECROP) 1�.................................... THEY DO NOT INTERFERE WITH THE LIGHTING OF THE PREMISES OR RESTRICT - ROSEMARINUS O. 1 GAL LOW B 113 6'VE1 i I YP. ACCESS TO EMERGENCY APPARATUS SUCH AS FIRE HYDRANTS OR FIRE ALARM BOXES. r t NC. ............. (ROSEMARY CULTIVARS) "71-111;1FI-117�_ V0qJ (D f: TREES WITHIN SIGHT LINES SHALL REQUIRE MAINTENANCE OF 10FT CLEAR TRUNK TEPPING STONES, ECHINOCACTUS GRUSONII 2 GAL LOW HEIGHT FOR VISIBILITY ONCE TREE ATTAINS A SUFFICIENT HEIGHT. 11._,__'_,F------ U) (BARREL CACTUS) (D g: TREES THAT ARE TO BE CLOSER THAN 1OFT FROM A HARD SURFACE SHALL BE 7 "Alf, i„ //g/ co PLANTED WITH ROOT BARRIER AT THE EDGE OF THE PLANTING AREAS TO ECHINOCACTUS GRUSONII 2 GAL LOW CL A3 oz 0 0 _/a (BARREL CACTUS) PREVENT ROOT DAMAGE TO THE ADJACENT PAVING. LANDSCAPE FIGURES ce) CL .7 c2=1��l Y DISTICTIS BUCCINATORIA 5 GAL MOD 6 LANDSCAPE AREA: 9,746 SF (BLOOD RED TRUMPET VINE) 0 ILL TOTAL SITE: 491,408 SF --- MACFADYENA UNGUIS-CATI 5 GAL MOD Ce) LL v, co LANDSCAPE PERCENTAGE: 19.7% (CAT'S CLAW) SOLANUM LAXUM 5 GAL MOD UNCOVERED PARKING AREA: 8,816 SF (POTATO VINE) LANDSCAPING IN PARKING AREA: 931 SIF Project 17-123 LANDSCAPING PERCENTAGE: 10.67 EX. PINE TREE STORMWATER PLANTINGS SUCH AS FESTUCA MAIREI 1 GAL MOD AY __ 10/10/18 Design Review UNCOVERED PARKING AREA: 8,816 SIF (ATLAS FESCUE) 2/11/19 Design Review 2 ESTIMATED TREE SHADING IN 15 YEARS: 6,358 SF MULHENBERGIA DUBIA 1 GAL LOW SHADE PERCENTAGE: 72% (PINE MUHLY) 4/23/19 Design Review 3 SEE L2.0 LANDSCAPE DESIGN STATEMENT SYNTHETIC TURF: THE LANDSCAPE DESIGN IS INTENDED TO PROVIDE AN ATTRACTIVE AND RESPONSIBLE ---—------ -- ------ - ........................ .............................. ........... ........ LIVING ENVIRONMENT FOR THE PROJECT RESIDENTS; AN AESTHETICALLY-PLEASING "FOREVERLAWN" BY DUPONT OR EQUAL) L0 PLACE TO CALL HOME THAT BOTH THE RESIDENTS AND NEIGHBORS CAN TAKE PRIDE IN, ALL WHILE ACKNOWLEDGING WATER AS AN EXTREMELY VALUABLE COMMUNITY T, RESOURCE, THE BUILDING HAS BEEN ARRANGED, SUCH THAT THE PROJECT CAN PROVIDE A HANDFUL OF OUTDOOR SPACES FOR RESIDENTS TO ENJOY. Jv #7 V IRRIGATION DESIGN STATEMENT . . .... THE IRRIGATION SYSTEM WILL BE DESIGNED TO REDUCE THE OVERALL WATER REQUIRED FOR SUPPLEMENTAL IRRIGATION. ALONG WITH THE RESPONSIBLE SELECTION PARkfNG"'_AEA OF PLANT MATERIALS, VARIOUS IRRIGATION TECHNOLOGIES WILL BE UTILIZED IN ORDER LIQH`fS,�WITH TO COMPLY BOTH WITH THE STATE AND CITY OF CHULA VISTA WATER CONSERVATION SI ,J,EtD]NG TYP ORDINANCES. THESE INCLUDE ET-BASED 'SMART' CONTROLLERS, FLOW AND RAIN L _J SENSORS, AND LOW-VOLUME SUB-SURFACE DRIP IRRIGATION AND DEEP-ROOT TREE "Ally, swwiwr 01131/2020 BUBBLERS. J .................... CONCEPT COMPLIANCE STATEMENT THIS LANDSCAPE DESIGN AND THE FINAL LANDSCAPE PLANS WILL REFLECT EX. PINE TREE CONFORMANCE WITH THE CITY OF CHULA VISTA'S LANDSCAPE WATER CONSERVATION ORDINANCE (CVMC20.12), PROMOTING WATER CONSERVATION THROUGH THE USE OF Conceptual MODERATE AND LOW-WATER REQUIRING PLANT SPECIES, GROUPING OF PLANT MATERIAL WITH SIMILAR WATER REQUIREMENTS AND IMPLEMENTING A LOW VALUE AND Landscape EFFICIENT AUTOMATIC IRRIGATION SYSTEM. .. ...... . ............. ---------- ------------- - —------------- Plan yy EX. BANK x, LIGHTING CONCEPT STATEMENT PARKING LOT LIGHTING SHOWN IS CONCEPTUAL/DIAGRAMMATIC. PARKING LOT LIGHTING: LED ER S 3 C JTRR 'r STREET F ;E1 fT LUMINAIRES ON 25' ALUMINUM POLE AROUND THE OUTER PERIMETER. FIXTURES EX. TREE SHALL BE EQUIPPED WITH HOUSE-SIDE SHIELDS TO PREVENT LIGHT TRESPASS ON ADJACENT PROPERTIES. LANDSCAPE LIGHTING: BUILDING-MOUNTED LED WALLPACKS, PEDESTRIAN-SCALE BOLLARD LIGHTING AT COURTYARDS/WALKWAYS. CONCEPTUAL LANDSCAPE PLAN 1 /16"-1'-Q" NORTH L l mO A R C H IT E C T S CMU CAP �� � „ " � 2258 First Avenue „ + 0 0 0 0 OCCASIONAL ROTATED BLOCK TO REFLECT BLDG FORMS & CREAT _�? LIGHT SHADOW PATTERNS + San Diego California 92101 MULTI—COLORED BLOCK WALL �\ •— + CD , , ,,,, �..\ + B O LARD ❑ ❑ ❑ ❑ - mail@studioearchitects.com IGHT UNIT PAVERS +Lzt OUTDOOR CHAIRS ����\ i-- a: _"rz 'I' ;,. ,y - - 1 T 619.235.9262 F 619.235.0522 GARDEN WALL ELEVATION '- C = \- GARDEN WALL ''''� ' '' ` / I } 2 form/work • `='' \ 2585 UNIVERSI r AVE. ,. SAN DIEGO,CA 92104 T:619.269.4423 LA N D S C A PE A R C H I T E C T U R E II II 1 F7 q 0 0 ' CMU CAP COLORED CONCRETE 1 MULTI—COLORED BLOCK WALL UNIT PAVERS �' SYNTHETIC TURF BUILT—IN SEATING . . . . . . . . . . . . . ' 1 1 VINYL FENCE AT WEST P.L. 1 0 W Y Y Y W Y Y W W Y Y COLOR: TAN BBQ COUNTER PERIMETER WALL ELEVATION I ' UNIT PAVERS D 1 /4"=1 -O" + OUTDOOR FURNISHINGS: I, TABLE CHAIRS 1 +.... FREE—STANDING 'GREEN ”' \= SCREEN' WITH VINES NEW 6'-0" PERIMETER WALL + ` 07 G PERIMETER FENCE WEST P. L. EX. DRIVE—THRU v A WEST COURT ENLARGEMENT L �, RESIDENT COURT ARID ��I I 1 ))=1 C-0)) aQ NORTH > I WEST COURTYARD ' 14 EW N/ THE PROJECT'S WEST COURT IS INTENDED TO BE THE (3 MORE ACTIVE SPACE. OPEN AREA PROVIDES U) 1 m m OPPORTUNITIES FOR GROUP ACTIVITIES LIKE BOCCE jag ' BALL, LADDERBALL, CORNHOLE, & OTHER RESIDENT V GATHERINGS. SEATING AREAS TO THE NORTH/SOUTH a—% SUBJECT PROPERTY ADJACENT PROPERTY & A BBQ COUNTER PROVIDE OUTDOOR DINING AND GATHERING POSSIBILITIES. U COURTYARD GREEN-SCREEN SECTION a E 3/16))=l J-0)) ssssssss °a�11 Cfl O CD M u H,N \ 0 M _ - Project 17-123 r c ,,,."V' ............. .I ...........:.�.. �' �� TREE GRATE . ............ � ,, • � %i ,�� ;� � '�_..�� 10/10/18 0 COLORED CONCRETE � Design Review � SMALL—SCALE g „ 2/11/19 Design Review 2 WATER FEATURE 4/23/19 Design Review 3 Iw FREE—STANDING 'GREEN SCREEN' WITH VINES ESTIMATED 15—YR CANOPY, TYP. (16FT HEIGHT) 0 SYNTHETIC TURF RECREATION 'OAK CREEK' DECORATIVE BUILT-IN SEATING EAST COURTYARD: SHADED ADED SEAT � TREE GRID & FLEXIBLE SEATING & SMALL WATER oL �, °040° 040 U Ic a PARKING AREAS TYP. COBBLE (OR SIMLAR) REDUCED IMPERMEABLE PAVING FEATURE SEATING � �� 1 I, ry r i i1 JJ 0 UOU U 0 �,,�, OVERSIZED CONCRETE PADS EX. ,, r I�s��,lk� /�/ ,r ;;:, ^yr' t;•,:, fr� �„ �/ " „ ; , ;, Ifir,. .. v rJU�o �i i�UU� �UUo��UUo�� Uo�� ” ��s FAST—FOOD d n;;0 riai� ,,'"�, ,'✓"'.,,� � ,, ? ;r " ;. , r✓ � f�, -:.,;,., : �JoO �� �JoO � o�o� o o�o� o PARKING LOT DECORATIVE , TREE SHADE AREA TYP. . ,r, , ,; ,✓ � , �� �/,i , PEA GRAVEL PAVING o 0 0 0 - ,, i�J i J i l�U U X ZSCAPS CONC. HEADER TYP. iiia, i 7/ o,r, 1 ', r� ,1'Ir�, r D ll% ��✓L���//'//��/ wigl t , ail L I ,� �, 1, ����✓� ,v' 01/3 1/2020 E' Jeri „i 4f ,rl ° 1 ..Th %LgI�j�L. a�ew�i Date �Ill(flfi llllll�l>ilh " r' I i �', i hiLl � N �I�i HANOVER LINEAR PAVERS � � I � INTEGRAL-COLOR CONCRETE MULTI-COLORED BLOCK WALL PARKING AREA& BOLLARD FREE-STANDING " rF OF CNO (OR SIMILAR) (EARTH TONES) LIGHTING GREEN SCREEN H SHADE TREE DIAGRAM - 15 YR F LANDSCAPE ELEMENT IMAGERY B EAST COURT ENLARGEMENT Supplemental 1 '=50'-0" ---- 1 ))=10)_0)) NORTH Landscape EAST COURTYARD STUDIO THE PROJECT'S EAST COURT IS INTENDED TO BE A Exhibits MORE PASSIVE AND SERENE SPACE. FLEXIBLE SEATING AND SHADE TREES IN A GRID PROVIDE OPPORTUNITIES FOR SINGLE—USE & SMALL—GROUP ACTIVITIES: READING, CARD GAMES, ETC. L2 . 0 2.017 2.017 Keynotes K STREET PROPOSED TREES IN 170'-0" 2.015 ROW PER LANDSCAPE, 50' -9 1/2" 114'- 1" 5'- 1 1/ 1 .003 LINE OF WALL BELOW, TYPICAL FOR PLANTING WITHIN 53' -3 1/2" 9' -7 1/4" 51' -2 1/4" 2016 1 .013 BALCONY BELOW A R C H I T E C T S SITE SEE LANDSCAPE . 2.015 NEW DECORATIVE BENCH PER LANDSCAPE STUDIO I mssw , 2.016 NEW DECORATIVE BIKE RACK PER z moVi mdu UJ LANDSCAPE JJ o� 2258 First Avenue W o 2.017 NEW PEDESTRIAN LIGHTING PER w X0 LANDSCAPE JJ Q � z UUJ San Diego, California 92101coJJo FRONT SETBACK U_ mail@studioearchitects.com o PERMEABLE PAVING, I N 1.013 T 619. 35.9 6 F 619.235.0522 SEE LANDSCAPE UJ M 1.003 r z r O g a F_ 2 LO z SCREENED TRASH A0.3 EXISTING PAR D ENCLOSURE AREA �_ LOT AND FASTKING rya FOOD RESTAURANT w ( I 20'- 10" 1 _ I I J o I F = N I I - w v I ) co II x - ---- LU I LU CONC. PEDESTRIAN o I 1.003 z PATH TO TRASH AND - RECYCLING ENCLOSURE Q 1 / 1.013 PROPOSED I N = 4 STORY m LOW GARDEN WALL, SEE I � WEST COURTYARD EAST COURTYARD I BUILDING10 C/L2.0 FOR LAYOUT (REFER TO LANDSCAPE) (REFER TO LANDSCAPE) ry LU I EXISTING MULTIFAMILY BUILDING Q I o I I _ cD rya O O LU _ LL L I M I N d) FOR PAVING LAYOUT AND LO 20'-0" w LEGEND, SEE LANDSCAPE O O O co 0') FIRE ACCESS ROA II 0 o N 24'-0" CV �� V D a C2 VEHICLE BACKUP REQ. U W o I D PERIMETER FENCE, SEE m L (_n LANDSCAPE, TYP. 4 Nco UJ �+ I LANDSCAPING AREAS, co TYP., SEE LANDSCAPE 1.003 Legend - Site Plan UJ 1.013 BUILDING OUTLINE a--+ O I CD g PERMEABLE PAVING AT DRIVE AISLE T� a--+ � U) UJ r METAL ROOF PANELS \ - / C UJD °r° VAN ACCESSIBLE (0 0 o EXISTING MULTIFAMILY STALL O Ce) 0- BUILDING ry •O 061 60 59 58 57 56 55 54 53 52 51 — LU o M LL Q N ry 61 co L N TOBEEMOLISSH BUILDINGSNG General Notes - Site Plan Project 17-123 LO 0 8'-0"X 18'-0" PARKING N 1. When shown in site plan, all dimensions are to face of finish to 10/10/18 Design Review property lines, imaginary lines, setbacks, etc., U.N.O. g g STALL, TYP. DRIVE AISLE rn 2. Do not scale drawings.Written dimensions govern. 2/11/19 Design Review 2 PARKING LOT 3. All clear dimensions are not to be adjusted without approval of the o LIGHTING, SEE Architect. 4/23/19 Design Review 3 LANDSCAPE FOR 4. See building plans for all other notes and dimensions not shown UJ 00ry 14- LIGHTING CONCEPT here. w N - iv STATEMENT 5. See accessibility notes and details for accessibility information. 0 6. See Civil and Landscape for additional information. Q N I _ 7. See Civil and Structural for ground level finish floor elevations. ry 0 62 63 64 65 66 67 68 69 8. Any off-site improvements shown are for reference only and will be Q reviewed and permitted separately by the Public Works Q N Department. 0 UJ N LO I I N � DRIVE AISLE N SSD ARC/, c` c c NAS<�/T� 29 30 31 32 33 34 35 36 37 38 39 40 41 42 PERIMETER FENCE, SEE * No. C17113 LANDSCAPE, TYP. 9�� Fkp 5 OF C TO, Site Plan P.L. 170.0' EXISTING PARKING LOT AND BANK Site Plan NORTH 1 1/16" = 1'-0" of8' 16' 32' 64' AO . 1 20'-0" CONC. APRON .. / ADJACENT PARKING STALL K STREET 1.014 FIRE TRUCK STUDIO I CONCRETE OR ASPHALT APRONo � �� 1/1./11 " a 1.002 1 �r �Il, A R C H I T E C T S A0.3 4 CU YARD TRASH ENGINEERED TO WITHSTAND AND RECYCLING BINS WEIGHT OF FULLY LOADED w_ ,..,. .. TRASH TRUCK • 4 zAl o Il LANDSCAPING - Q t,' ' 2258 First Avenue o ATTACHMENT(TYPO 2)E o N 19'-4" N 1 P P.L. 170.0' - San Diego, California 92101 � Y ILD ILD LU LOCKABLE STEEL PAIR OF GATES WALKING PATH 6 WITH DEAD BOLT ANCHOR HOLES � "� � ��-� i FROM MOST mail@studioearchitects.com A0.3 FOR DOORS IN THE OPEN AND REMOTE UNIT N 0 00 CLOSED POSITION I (2ND-4TH FLOORS) TO TRASH & v L? 2 DRIVE RECYCLING 96 GALLON YARD WASTE BIN A0.3 AISLE — — — ENCLOSURE T 619.235.9262 F 619.235.0522 LU CONT. 8"X 6"CONC. CURB, TYP. / a LU / o bLLJ g i TRASH AND — — — ........_ O In RECYCLING o '"" DETECTABLE WARNING I I z ENCLOSURE 0 I o ——————— -------- ----- ---------- -- ------ - -----L ----- ry 3 EDGE OF CONCRETE APRON - - I r o LANDSCAPING FOR TRASH ENCLSOURE o LU WALKING PATH FROM o REMOTEOUNIT , I PROPOSED - ,...... m......_ __. _ ' ry CONT. 6"X 6"CONC. CURB, TYP. (2ND-4TH FLOORS) I I 4 STORY �_ LINE OF ROOF ABOVE TYP. III III III III TO TRASH & I TYPE V-A I 71 RECYCLING I ADJACENT PARKING STALL ENCLOSURE I FULLY X Ji SPRINKLED I I I BUILDING V_ I z I I (NFPA 13) FIRE ACCESS ROAD cV z REQ. VEHICLE BACKUP - p � - I I N ry _ _ _ _ Trash & Recycling Enclosure o ` - - -ELEVATOR 1 " = 1'-0" /4 N J ' J " 13' -4 1/2" o -0 a = CO I w Ji METAL PANELS TO MATCH � �- � O 1/2"/12" ADJACENT BUILDING -SOLID _ ROOF COVERING z 0) o w co STEEL GATES HSS BEAM - - - -- - -_ HSS 4X4 POSTS, w L �� Do U AUTO-TURN z° 4X4 HSS POSTS FOR GATE ANALYSIS „�� fffl D � ATTACHMENT, TRANSPOSED _._ In= CONTINUOUS 0I__ INDEPENDENT OF WALLS _ �, - - r - C)o WITHIN WALL ONTO SITE PLAN -- ��i w. HASP AND LOCK �� 5�Q •— METAL ACCESSIBLE1�O > ENTRANCE GATE MIN. 1/2" DIA. CANE BOLTSLU FOOTING PER STRUCTURAL FOOTING PER STRUCTURAL z - FIRE TRUCK D IL �� �� � LU o -' \ . L(D co g �� a-+ (D- L LU to � Ji n Trash & Recycling South Elevation 0 0 Trash & Recycling East Elevation 3 „ _ ,_ „ y `� 1/4" = 1'-0" 1/411 - 1 0 F w 0 M o METAL PANELS TO M w > MATCH BUILDING \ - / M LL Q ry 3 N DRIVE AISLE co Project 17-123 3: 00 SITE FENCE co Ji 10/10/18 Design Review 0 In CD co 2/11/19 Design Review 2 co C) FENCEENT SITE \\ 4/23/19 Design Review 3 ........ co 1 V ry LU SIDING TO MATCH SITE P.L. 170.0' FENCE cD 0 Q � Q ry O L ° Ji a _ Ji Trash & Recycling West Elevation Trash & Recycling North Elevation Site Plan Fire Access 6 1/4" = 1'-0" 1/411 = 1'-0" 1 if = 20'-0" NORTH ARC y/ C� G _ NAS14 T� No. C17113 -#- Keynotes Project Notes - Trash & Recycling Legend - Fire Access �9T� �kp ey otes OF Walking Distance Calculation to Trash & Recycling Enclosure: — — — — Property line 1 .002 LINE OF WALL ABOVE, TYPICAL 154'from most remote unit to elevator Fire Access 1 .014 BALCONY ABOVE 168'from elevator to trash and recycling enclosure . . Hose pull,200' max for sprinklered buildings Site Plan, 322'total walking distance ——————— Walking path from most remote unit to trash and Trash & recycling enclosure. Recycling A00 3 A R C H IT E C TS ....... .. '1JJ 22 58 First Avenue J San Diego, California 92101 maiI@studioearchitects.com No T 619.235.9262 F 619.235.0522 ry Ji n --m3Ary WEST COURTYARD co n I j� E�, PARKING AREA 1',17FJ n oil ry LU INN 1101/12,/ loss WEST COUR ry Ji Moll I ILL 0 I'M ry LU > West Courtyard (looking from West to East) Southwest Axon (Looking from SW to NE) co 0 x Ji Ji co PARKING AREA 0 ry LU "T Lf" ry LU ILL LU ...... U) Ll o LIJ ry LJj U) In I- cliC)LL Uj 0 R . ... .. . J, ca U) LU F- U) n m_-_-"M :E-E LU EAS CD a)U) 4--J U) LU ry CY) LU K STREET QL n (C) 0 EAST COURTYARD n (D 4--J ry 0 0 Ji U— East Courtyard (Looking from East to West) Northeast Axon (Looking from NE to SW) 0 co Project 17-123 n LU 10/10/18 Design Review co 2/11/19 Design Review 2 n U) 4/23/19 Design Review 3 U) U) LU ry x LU ry n ry LU 71 ��O ARc \Q1 m No. C 17113 p, Overall Views ........ I L LJI� "o I'l E I EE7 E, L LJ L-1 L L i L E -E- STUDIO I Parking Lot Entrance (Looking from South to North) View from K Street (Looking NW to SE) AAO 0 5 AA2.1 B C D E F G # i Keynotes 1 — 110'- 10' 25'-3" 1 8'-9" 17'-6 1/2" 25' -6" 8' -6 1/2" 1 25' -3" ILI 1 .001 LINE OF ROOF OR CEILING ABOVE, TYPICAL STUDIO I 5.015 STEEL WINDOW SHROUD A R C H IT E C TS Patio Patio Patio --------- 1'-0 1 .. 8' -9 1/2 1 T --- 2258 First Avenue San Diego, California 92101 I g 1 Bedroom Unit 1 Bedroom Unit 1 Bedroom Unit 1 Bedroom Unit 1 535 533 ----------- 534 104 1 mail@studioearchitects.com A3.1 II I A3.1 N L-- � I I I I r N , zN - - - - T 619.235.9262 F 619.235.0522 o ryLU Z ryQ g 2 U) io o Fire Control Z 3'-7 1/2" 123 b'-4 1/2" 7'- 10" 3 ry PII II L II ry L0 I � � Mech. o 120 - --- --=-I - - --- - -=-- c� I w SAI LA> lA 7 J (� o ---_--- II -------- Xa III _ LU ir, 2 Bedroom Unit N Stairs 2 Bedroom Unit z N 105 2 A2.4 1 rn 121 106 Q I UP Q I I c I 0 I ry 4 LU - - - = I I I I I -- ----JI --- 1 I ry 3 A2.1 o A2.2 2 1.001 I LL 5.015 o ❑II 9r- 0) o m 1 r n `0 - - 0) ry N LU ----. - Uj� A2.3 ^1 U o General Notes - Floor Plan �J Uj 0 2 — W CU Community RoomL w 113 I 1. When shown in plan, all dimensions are to face of stud, face of �� J WEST COURTYARD EAST COURTYARD concrete, centerline of columns, or centerline of wall assemblies, 'co (REFER TO LANDSCAPE) 1444 SF (REFER TO LANDSCAPE) U.N.O. (a UJ (FOR RESIDENT USE ONLY) 2. Do not scale drawings.Written dimensions govern. 3. All clear dimensions are not to be adjusted without approval of the U) Architect. V z1.001 I 4. See site plan for overall site dimensions and notes not shown. D 5. All grid lines indicate center of structural wall or face of structuralLU }; material, U.N.O. CD � o 6. Window types and locations shall be as per building plans, not I enlarged plans. aL-+ w7. See enlarged plans for dimensions,tags, keynotes, notes, etc. not (n shown. M LU 8. Refer to Civil and Structural for level one finish floor elevations. ` ' Q o I 9. See finish legend for typical finishes, U.N.O. 9 typ (0 o D 1.001 10. See reflected ceiling plans for locations and dimensions of soffited O M 11. Provide and install 2x flat wood blocking or 16GA metal strappingry 0 +-+ for all bath accessories, handrails, cabinets,towel bars,wall .O r r mounted fixtures and any other items attached to walls. LU 12. All changes in floor materials occur at centerline of door or framed ` ' M U_ ry Y 6 dlopenings unless otherwise indicated on the drawings. ry 13. At areas of transition between different wall assemblies continue thickest layer of substrate or finish to provide a flush finished surface in all directions to nearest perpendicular surface (wall, Project 17-123 ceiling, etc.), U.N.O. I 14. Provide batt insulation at interior walls for acoustic purposes at o 77corridors, bathrooms, laundry rooms and party walls where occurs, g N UP U.N.O. 10/10/18 Design Review co 2 Bedroom Unit 2 Bedroom Unit 15. All blockouts in slabs,walls, footings and P.T. slabs where occur 2/11/19 Design Review 2 o rn Stairs shall be coordinated and provided, even if not specifically shown Z 109 122 110 on drawings. 4/23/19 Design Review 3 U) N - --- --- --- a 16. Where occur, decks and balconies shall have a design slope of a ry I minimum of one-fourth unit vertical in 12 units horizontal (2-percent LU ::AA1 L'SAI slope)for drainage. 6'-4 1/2" 9' -0 3/4" - _ ---------� - - I_--- >1 17. Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms,toilet ry o ELEVATOR rooms, kitchens, storage rooms and laundry rooms shall be Q permitted to have a ceiling height of not less than 7 feet. (CBC 00 I Sec. 1208.2) � "II II � � � PII II 0 7 a LU _ C ~ M in 8 II II IIS"II II USED ARC/, /TX * No. C17113 3 Bedroom Unit 3 Bedroom Unit I - I I - I ��F � 5 OF \ L _ I I � I N IFirst Floor Plan >1 >>1 0' 4' 8' 16' 32' 9 F-1 1 LI -------- -------- J Patio (A2.2 A3.1 Patio ' Leve 11 NoRr il I 1/8" - 11-011 A1 . 1 A 'x'2'1 B v 1.014 E F 5.015 1.005 G Keynotes 1 1101- 101, 1 .005 LINE OF ARCHITECTURAL FEATURE BELOW. 25'-3" 8'-9" 17'-6 1/2" 25' -6" 8' -6 1/2" 25' -3" I NOT OCCUPIABLE SPACE. A R C H IT E C TS 13 -9 1/2" 1' -0 1/2' 8' -9 1/2" 13-9 1/2" Z 14' -3 1 .014 BALCONY ABOVE N - r 5.015 STEEL WINDOW SHROUD 5.016 TINTED GLASS RAILING 1 _ 2258 First Avenue I I II San Diego, California 92101 I 1 Bedroom Unit 1 Bedroom Unit 1 Bedroom Unit 1 Bedroom Unit 1 201 202 203 204 I 1 mail@studioearchitects.com A3.1 L--- A3.1 N II II II I � I STUDIO I r N I T 619.235.9262 F 619.235.0522 O N ryLU w I r Q ryO n 2 Z m 3' -7 1/2" Fire Control "' 123 Exterior Walkway I— 3 ry w , Sry II ILII II , LU / "' 6' -8 3/4" 6'-4 1/2" T- 10" Mech. LL 220 --=-I 93 SF - -=- I > )w O M1 in -------w DN -------- LU "4 2 Bedroom Unit Stairs 2 Bedroom Unit Q 205 2 A2.4 1 221 206 I Q J I Q _ _ I U N co w Q � I LU = 4 I I II I - ------ z ry i ---- ---- --------- 3 A2.1 ° 13' - 1" 13 - 1" I A2.2 2 0 1.014 ua z n 2 Bedroom Unit I Q m 1.005 207 co 1 I Q LU 0 o N5.015 Ui� A2.3n I- I W °w - CU Uj 0 2 -1-+ Cn I I I General Notes - Floor Plan Exterior U) - Walkway LU N QI 1. When shown in plan, all dimensions are to face of stud, face of oconcrete, centerline of columns, or centerline of wall assemblies, U.N.O. U j 1 2. Do not scale drawings.Written dimensions govern. LU 3. All clear dimensions are not to be adjusted without approval of the a--+ Architect. CD 4. See site plan for overall site dimensions and notes not shown. L_ (1) 5. All grid lines indicate center of structural wall or face of structural }, LU E1 Bedroom Unit material, U.N.O. M I 6. Window types and locations shall be as per building plans, not CL LU 13'- 1" 208 enlarged plans. 13' - 1" I 7. See enlarged plans for dimensions,tags, keynotes, notes, etc. not O ---- shown. CM 8. Refer to Civil and Structural for level one finish floor elevations. }, ry 9. See finish legend for typical finishes, U.N.O. Q o 0 10. See reflected ceiling plans for locations and dimensions of soffited M _ LUI areas. ` . , M LL Q G11. Provide and install 2x flat wood blocking or 16GA metal strapping � V I for all bath accessories, handrails, cabinets,towel bars,wall � 9 mounted fixtures and any other items attached to walls. - ------- I 12. All changes in floor materials occur at centerline of door or framed openings unless otherwise indicated on the drawings. Project 17-123 13. At areas of transition between different wall assemblies, continue wthickest layer of substrate or finish to provide a flush finished > UP surface in all directions to nearest perpendicular surface (wall, 10/10/18 Design Review - N I ceiling, etc.), U.N.O. 2/11/19 Design Review 2 U) Stairs 14. Provide batt insulation at interior walls for acoustic purposes at U - 2 Bedroom Unit 2 Bedroom Unit o � � 222 corridors, bathrooms, laundry rooms and party walls where occurs, 4/23/19 Design Review 3 _' 209 210 U.N.O. --- --- ---- --- ry LU N a 15. All blockouts in slabs,walls, footings and P.T.slabs where occur X shall be coordinated and provided, even if not specifically shown 0 X11 �aI on drawings. _ 6'-4 1/2" 9' -0 3/4" I I 9 Q I-- -I - ---- 16. Where occur, decks and balconies shall have a design slope of a r I minimum of one-fourth unit vertical in 12 units horizontal (2-percent ELEVATOR slope)for drainage. Q / / 17. Occupiable spaces, habitable spaces and corridors shall have a o r7 ?' I ceiling height of not less than 7 feet 6 inches. Bathrooms,toilet 5.016 / SII II Exterior Walkway II rooms, kitchens, storage rooms and laundry rooms shall be C) permitted to have a ceiling height of not less than 7 feet. (CBC LU 7 Sec. 1208.2) "' 12' -5" 18' -0" do 8 II:�II II . II "II II I �S�° AR�ti� N �� G NAS I o v 3 Bedroom LIN 3 Bedroom Unit * No. C17113 I I I I OF C T� N I Second Floor Plan I NORTH A1 . 2 A2.2 A3.1 IL JI Level 2 L 14'-3" 14' -3' I 0 4 8 16 32 1/8" = 1'-0" A B C 5.016 p BALCONY DIMENSION E F FRONT YARD G _ Keynotes @ FRONT YARD ENCROACHMENT S U 0 1101- 101, 5.015 STEEL WINDOW SHROUD T 0 25'-3" 8'-9" 17'-6 1/2" 11, 25'-6" 8'-6 1/2" 25' -3" 5.016 TINTED GLASS RAILING 8'-8" 1' -01/2" 8' -91/2" N 8'-8" 8'-s" _ I A R C H I T E C T S 6.005 GLULAM COLUMN \ I o Balcony "' Balcony Balcony 177 JL 2258 First Avenue Balcony I " 1 Bedroom Unit 1 Bedroom Unit 1 Bedroom Unit 1 Bedroom Unit San Diego, California 92101 7t 6'-0 J= 1 301 302 303 304 1 mail@studioearchitects.com A3.1 N A3.1 NLr I o - I T 619.235.9262 F 619.235.0522 - -- ry LU 0 rY I n 2 n io 3' -7 1/2' Fire Control in 123 Exterior Walkway 3 w SII ILII II , w 6'-4 1/2" T- 10" Mech. 0 (D --_ 320 --- —I I LU �a I O m 93 SF AA1 co a N X -- -_--- N ----- LU i LU N 2 Bedroom Unit Stairs 2 Bedroom Unit a 305 2 A2.4 1 321 306 I UP J I co Q N Q in Ll UJ 0AD _ Q- ----- I- Balcony Balcony EO EOp I3 A2.1 o A2.2 2 5.015 8'-0„ 8' -0" 2 Bedroom Unit oLU ry EO n" 307 I O w 1 I O Q O N 3: A2.3 I W V U' W o= 2 ' General Notes - Floor Plan - CU _ w I I I � Exterior Walkway 1. When shown in plan, all dimensions are to face of stud, face of CU U) (NI concrete, centerline of columns, or centerline of wall assemblies, Q I U.N.O. o2. Do not scale drawings.Written dimensions govern. 7 3. All clear dimensions are not to be adjusted without approval of the V j :: lA I Architect. a—+ U 4. See site plan for overall site dimensions and notes not shown. CD U_ I 5. All grid lines indicate center of structural wall or face of structural � U) co material, U.N.O. 6. Window types and locations shall be as per building plans, not C/) a-=+ UJ E enlarged plans. /�'� L 1 Bedroom Unit 7. See enlarged plans for dimensions,tags, keynotes, notes, etc. not ` ' , w m I 9 p 9 Y Q �' 8'-0" 308 8'-0 8. Refer to Civil and Structural for level one finish floor elevations. ' o A 7 I 9. See finish legend for typical finishes, U.N.O. O M 10. See reflected ceiling plans for locations and dimensions of soffited }, o o I areas. O •O o Balcony Balcony 11. Provide and install 2x flat wood blocking or 16GA metal strapping LUU for all bath accessories, handrails, cabinets,towel bars,wall ` . , M LLQ G mounted fixtures and any other items attached to walls. V V 12. All changes in floor materials occur at centerline of door or framed openings unless otherwise indicated on the drawings. 13. At areas of transition between different wall assemblies, continue thickest layer of substrate or finish to provide a flush finished Project 17-12 3 surface in all directions to nearest perpendicular surface (wall, w I ceiling, etc.), U.N.O. g UP 14. Provide batt insulation at interior walls for acoustic purposes at 10/10/18 Design Review i14I corridors, bathrooms, laundry rooms and party walls where occurs, 2/11/19 Design Review 2 o Stairs U.N.O. U) 2 Bedroom Unit 2 Bedroom Unit ° 322 I 15. All blockouts in slabs,walls, footings and P.T.slabs where occur 4/23/19 Design Review 3 rn U) _' 309310 shall be coordinated and provided, even if not specifically shown ------- a' -------- LU N a on drawings. w - 16. Where occur, decks and balconies shall have a design slope of a ° AA16'-4 1/2"O 9' -0 3/4" �a I minimum of one-fourth unit vertical in 12 units horizontal (2-percent —I -- I slope)for drainage. ry 17. Occupiable spaces, habitable spaces and corridors shall have a ELEVATOR I ceiling height of not less than 7 feet 6 inches. Bathrooms,toilet Q rooms, kitchens, storage rooms and laundry rooms shall be o I permitted to have a ceiling height of not less than 7 feet. (CBC P Exterior Walkway "II II / Sec. 1208.2) a 7 LU M I in 12' -5" 18' -0" 8 LII II I SE0 ARC/, �/X v �o 3 Bedroom Unit 3 Bedroom Unit * No. 017113 N I Third Floor Plan 9I r77771 Balcony 6.005y o 2 Balcon I N °RT co A2.2 5.016 co H A3.1 0' 4' 8' 16' 32' Al . 3 Level 3 8'-8" 8'-8" 1/8" = 1'-0" BALCONY 2 (: NTYARD A A2.1 B C D @FRONT YARD DIMENSION A3.1 C F ENOCROACHMENT_�,. � � Keynotes STUDIO I 1 110'- 10" 25'-3" 8'-9" 17'-61/2" 25'-6" 8'-61/2" 25'-3' N 8' -8" - 1' -01/2' 8' -91/2" 8' -8" 8' -8" I A R C H IT E C TS o N m o m Balcony Balcony Balcony ' 1 m N 2258 First Avenue 6'-0" ISan Diego, California 92101 � Balcony «, 1 Bedroom Unit 1 Bedroom Unit 1 Bedroom Unit 1 Bedroom Unit N 1 401 402 403 404 1 mail@studioearchitects.com N A3.1 A3.1 N I z I T 619.235.9262 F 619.235.0522 ryLU ory I g 2IL= —4- n U) "; 3'-7 1/2" Fire Control Z123 Exterior Walkway F_ 3 a � Ln Mech.LU1 i= % 6' -8 3/4" 6'-4 1/2" T- 10" 420 93 SF ry —_-- I LU O mlA 0 N --_--- - ----_--- w N DN N 2 Bedroom Unit Stairs 2 Bedroom Unit Q 405 2 A2.4 1 421 406 I z Q J Q w H U ry L0Q LU 4 I I I 0 - BalconyTI Balcony z EO EO � 3A2.1 d 8'-0 o A2.2 2 8' I11 2 Bedroom n dUnit I G) o m 407 V_ w m 1 I G) co Ll W o 00 �+ Do N D A2.3 n Iv 2 F7T Exterior General Notes - Floor Plan > _ Walkway I _ NLU _ I I 1. When shown in plan, all dimensions are to face of stud, face of QCJ o concrete, centerline of columns, or centerline of wall assemblies, w m :: W U.N.O. V I 2. Do not scale drawings.Written dimensions govern. LU 3. All clear dimensions are not to be adjusted without approval of the Architect. CD 0 4. See site plan for overall site dimensions and notes not shown. L 5. All grid lines indicate center of structural wall or face of structural qqqr� }' L w material, U.N.O. 1 Bedroom Unit m 6. Window types and locations shall be as per building plans, not o8' - 408 I enlarged plans. CL j 8' -0" 8' 0" 7. See enlarged plans for dimensions,tags, keynotes, notes, etc. not Cfl 0 shown. 8. Refer to Civil and Structural for level one finish floor elevations. M o o I 9. See finish legend for typical finishes, U.N.O.ry }' i Balcony Balcony 10. See reflected ceiling plans for locations and dimensions of soffited —A o ° C° `° areas. `7 , M LL Q G 11. Provide and install 2x flat wood blocking or 16GA metal strapping V V for all bath accessories, handrails, cabinets,towel bars,wall - -- - -- I mounted fixtures and any other items attached to walls. ------- I 12. All changes in floor materials occur at centerline of door or framed ' openings unless otherwise indicated on the drawings. Project 17-123 13. At areas of transition between different wall assemblies, continue o I thickest layer of substrate or finish to provide a flush finished UJ surface in all directions to nearest perpendicular surface (wall, 10/10/18 Design Review n N tairs I ceiling, etc.), U.N.O. 2 Bedroom Unit rn 422 2 Bedroom Unit 2/11/19 Design Review 2 U) 14. Provide batt insulation at interior walls for acoustic purposes at g corridors, bathrooms, laundry rooms and party walls where occurs, 4/23/19 Design Review 3 Z 409 a, DN 410 U.N.O. co � N a 15. All blockouts in slabs,walls, footings and P.T.slabs where occur X - shall be coordinated and provided, even if not specifically shown UJ :�lA �a I on drawings. 0 6'-4 1/2" 9' -0 3/4" g -- -I - ---- I 16. Where occur, decks and balconies shall have a design slope of a ry minimum of one-fourth unit vertical in 12 units horizontal (2-percent o ELEVATOR slope)for drainage. Q / / 17. Occupiable spaces, habitable spaces and corridors shall have a Q1; I ceiling height of not less than 7 feet 6 inches. Bathrooms,toilet o / LII Exterior Walkway "II II / rooms, kitchens, storage rooms and laundry rooms shall be 7 permitted to have a ceiling height of not less than 7 feet. (CBC Sec. 1208.2) "' 12' -5" 18' -0" I in 8 ARC,y ILII II "II II I C� G NA, C Iv <v O A 3 Bedroom Unit 3 Bedroom Unit No. C17113 I — I 411 I I ❑ 9TF Fxp 5_� I cA N IFourth Floor Plan 9 I 1 I Balcony 2 Balcony m A2.2 m ^'oRTH Leve 1 4 $ -$ A3.1J 8' -8„ 0' 4' 8' 16' 32� A1 . 4 1/8" = 1'-0" E A B c F G General Notes - Roof Plan A2.1 D 1. When shown in plan, all dimensions are to face of stud,face of concrete, centerline of columns, or centerline of wall assemblies, STUDIO I ' 110 - 10" " U.N.O. 25'-Y 8'-9" 17'-6 1/2" 25'-6" 8'-6 1/2" 25'-Y I 2. Do not scale drawings.Written dimensions govern. A R C H IT E C TS 3. All clear dimensions are not to be adjusted without approval of the Architect. 4. See Civil and Plumbing for roof drains that connect underground to storm drain system. 1 1 5. No appliances, mechanical equipment,fans, roof hatch openings 2 2 5 8 F i r s t Avenue or other components that require service shall be located within I 10-feet of a roof edge without a 42"parapet or guardrail minimum. Guards are not required where the Owner provides permanent fall arrest/restraint anchorage connector devices in compliance with IANSI/ASSE Z 359.1. San Diego, California 92101 6. 20"x30" minimum access shall be provided at attic spaces with I clear height of 30"or greater. 7. Provide I.C.B.O. Evaluation Services Inc. report on test data for all 1 1 skylights where occur. 8. Appliances shall be located to permit access and sufficient mail@studioearchitects.com A3.1 A3.1 clearance for cleaning. When an appliance is located on a sloped N I roof greater than 4:12 (33%) a platform of not less than 30"x 30" shall be provided at the service side. CMC 304.1 &304.2 N p ( ) 9. Buildings exceeding 15 feet in height shall have an inside means of o N -"I access to the roof. The access shall be permanent, or foldaway T 619.235.9262 F 619.235.0522 Q inside stairway or ladder, and the scuttle or trap door shall not be wless than 22"by 24". Provide 6' minimum clearance to the roof o �� edge or a fixed guard at 42"in height. (CMC 304.3) r z Q ° 2 2 r a I 3 [(3) Le end - Roof Plan 0 O Standing seam metal roofing to match metal panels LU r LU 0 I Built-up or Membrane roofing ry UJ J CO X i I W UJ N z 2 A2.4 1 I Q Q I J Q Ico H I w H 4 4 cD ry 13 A2.1 a o A2.2 2 LU (o m 1 r w I d) wY N 0 o A2.3 W oI- 0 L 2 _ ca I L cn > N ca LU n 5 0 5 z U 0 0 co - g \/JrY L w O M o }' ILLQ 6 6 c� M Y O c Project 17-123 LU n I n 10/10/18 Design Review co 2/11/19 Design Review 2 co 4/23/19 Design Review 3 I U) N a X UJ U I rY I (7 n J I Q rY O a 7 7 LU ICM in 8 USED ARC'y/ A I * No. C17113 in N IRoof Plan I 2 I NORTH A2.2 A3.1 I 0' 4' 8' 16' 32' A1 . 5 Roof Plan 1 1/8" = 1'-0" General Notes - Building Elevations STUDIO I GF E D C B A 1. When shown in elevation or section, all dimensions are to top of plate,top of concrete, or top of cement-based underlayment, A R C H IT E C TS y y U.N.O. 2. Do not scale drawings.Written dimensions govern. 3. All clear dimensions are not to be adjusted without approval of the T.O. Plate Upper Architect. Roof 09L 4. See Civil and Structural for finish floor elevations. 2 2 5 8 F i r s t Avenue 46' - 5 1/8" 5. See Civil for adjacent hardscape elevations.Where exterior stairs o land on exterior hardscape; confirm elevations with Civil. 6. See Electrical for exterior light fixtures. T.O. Plate 09L San Diego, California 92101 El co E-1 El ---- o _ � mail@studioearchitects.com 0' LIM 0 0 Legend - Elevations I Level 4 FF 31' - 8 1/4" z � Vertical metal panels T 619.235.9262 F 619.235.0522 0 Ti o co< ElryLULl El El QI-- ---- -- o 3-coat plaster cement 0 ILI, Level 3 FF 21 - 7 1/2" 3-coat plaster cement accent A 0 co o oo Horizontal corrugated metal panels ry UJ a ry Level 2 F.F. Fiber cement lap siding 0 11' - 63/4" ry LU 0 0 0 J U LU LU _ H Level 1 F.F. - z 0f off a J J Q _ 0 North Elevation w w 1'-0 ry I 1/8" = " Q LU Q ry r a O O LU _ U_ r O (D_ Z 0) O O LU co wry w0 U LJj U) Q) n I- 9 8 7 6 5 4 3 2 1 _ ca J ca co UJ T.O. Plate Upper U D Roof (D U_ 46' - 5 1/8" 00 N to g (/) tf UJ T.O. Plate a LU /8" Co 0 o El'' FEI00 L w O o o o M >_ M o C) w -' -' Level 4 FF ` ' , co LL ry 31' - 8 1/4" 0 co co 0 El � � �; � o 00Project 17-123 UJ g -' Level 3 FF 10/10/18 Design Review co 21' - 7 1/2" 2/11/19 Design Review 2 o 4/23/19 Design Review 3 co co �: co UJ 0 X o ry -' Level 2 F.F. OIL z 11' - 63/4" Q ry co LJ J Q A co w Level 1 F.F.LOIL 0' - 0" 0 ARC/, East Elevation �No. C17113�� �* 3 1/8" = 1'-0" 9� Fkp" 5 Exterior Elevations A2 . 1 F E D B A A R C H I T E C T S T.O. Roof P 0 ............... op Ut Ad[ 3 COAT CEMENT PLASTER, 2258 First Avenue — MEDIUM SAND 46' - 5 1/ ........ .... .......... /........................... TO Plate TINTED GLASS RAILING San Diego, California 92101 40' 27 'g mail@studioearchitects.com Level 4 FF VERTICAL METAL PANEL SIDING 31' - 8 1/4" "d T 619.235.9262 F 619.235.0522 VINYL WINDOW WITH STEEL WINDOW SHROUD 'gw' ry UJ n N ry Level 3 F DARK BRONZE METAL PANEL co 101 Q'I n 0 n 0 ry UJ ry UJ Level 2 F.F CORRUGATED METAL SIDING 11' - 6 3/40�—_--- ................. 11, ............. 11, (D ry 7/7, LU DECORATIVE LOW CMU SITE WALL co WITH CAP, SEE C/1-2.0 0 X UJ UJ z W;1'I Fm Level 1 F.F. of - off co I-- 0 -1: 0 ry < WOOD FRENCH DOOR LU 0 < Nofth Finish Elevation 11-011 (D 1/8" ry 0 0 UJ 0 (D 0 LU co 11�\e; LU ry 0 Uj U) n I- 01-- 9 8 7 6 5 4 3 2 1 C)U- Uj 0 FIBER CEMENT LAP SIDING Cn > CU co UJ n C) T.O. Roof Pp _p OLil 3 COAT CEMENT PLASTER, 4-6, - 51/ MEDIUM SAND CO (1) Cn U) C/) LU T.O. Plate CY) a) ry UJ 40' - 7 1/8" CL 0 n n TINTED GLASS RAILING (D ry >- 0 0 M*--�Leveql 4 FF E� CY) LL LU cle) ry - 81/4 31' - 8 1/4" VERTICAL METAL PANEL SIDING ry qpiiii 1; .......... U) g/ Project 17-123 n UJ 10/10/18 Design Review Level 3 F DARK BRONZE METAL PANEL U) 21' - 7 1/2 2/11/19 Design Review 2 n co 4/23/19 Design Review 3 CORRUGATED METAL SIDING co U) ME URRIURN111 LU ry X ............. UJ Level 2 F.F. ry (D 11' - 6 3/4" MM11111111111111111 n ---------------- STEEL WINDOW SHROUD ry ............ ............... C) 777 77 ........................................ ............. ......... LU 4- ............... ------------------- .............."I'll'Ill""Il""Il""Ill""Il""Il""IIl- I'll I'll 11 1 1 , 1 11 ..................................................... "'%Z J ............. F-F- Level 1 01 - 011 0 ARc \Q1 NA,-4 0 -A No. C17113 East Finish Elevation 1/8" 1 1-011 Exterior Finish Elevations STUDIO I A2 . 1 a General Notes - A c D E G Building Elevations STUDIO I 1. When shown in elevation or section, all dimensions are to top of A R C H IT E C TS plate,top of concrete, or top of cement-based underlayment, U.N.O. T.O. Plate Upper 2. Do not scale drawings.Written dimensions govern. Roof OIL3. All clear dimensions are not to be adjusted without approval of the 46' - 5 1/8" Architect. 2 2 5 8 F i r s t Avenue 0 4. See Civil and Structural for finish floor elevations. 5. See Civil for adjacent hardscape elevations.Where exterior stairs land on exterior hardscape; confirm elevations with Civil. T.O. Plate 09L 6. See Electrical for exterior light fixtures. 40' - San Diego, California 71 171 DEI D Ll92101 CID El ❑ Ll 1:1LID t= o 1:1 El 771Level mail@studioearchitects.com 4 FF CID 31' - 8 1/4" z ❑❑, ❑; .. w ❑ ❑ ❑ . o ❑ ❑ ❑ _ ❑ ❑ ❑ Leend - E I ev at I o n s T 619.235.9262 F 619.235.0522 ry Ji E1 El 1:1 Ll LEI] El o 00 C) LID r Vertical metal panels 0 71FFo � ❑❑ ° � Level 3 FF _ I❑ Q ---------------------------------------- w 21' - 7 1/2" 'g LU 3-coat plaster cement ❑; ❑ ❑' w ❑ ❑' ❑ co o v o L 11 L] L] ........... Ll b 3-coat plaster cement accent A �P�❑ I Horizontal corrugated metal panels LU Level 2 F.F. ---- ----ry LU ill - 6 3/4" 0 z Fiber cement lap siding ry co El E]LU El 0 1:1 ElX LU i Level 1 F.F. az 0. off z a J J Q _ 0 South Elevation F- w 1'-0 ry 1/8" = " Q LU Q ry r a O O LU _ J_ r O o_ Z O 9r- F- 0 LU U) wry w0 OF- 1 2 3 4 5 6 7 8 9 v o� 0Uj 0 _ C6 L J co Ji z T.O. Plate Upper U Roof Alika–% ILL Ji 0 0 N g '1111C1111111111 U) tf wT.O. Plate ry 09L LU o 00 ' L (C) 0 EC)(D l ❑I, 0 M , 0 w , }, r •— ry >_ o fs O o wLLAL1 _ Level 4 FF ` ' ,�77 M LL Y 31' - 8 1/4" ry o Pro. O ❑ O - _ ect 17-123 EJ o00 Ji r Level 3 FF 10/10/18 Design Review n FIE 21' - 7 1/2" 2/11/19 Design Review 2 o 4/23/19 Design Review 3 LU i 0 rya LUr rY Level 2 F.F. 11' - 63/4" Q rya LU Level 1 F.F. OIL 0' - 0" ❑�0 ARC ❑ C� G _ NA,-4 T�` West Elevation �� �� 2 " No. C17113 1/8" = 11-011 -0 Exterior Elevations A2 . 2 A C D E G A R C H I T E C T S ............... ............. .............. ... ........ ........ ................................................... .......................................- .................... ......... .......... ........ .................... 3 COAT CEMENT PLASTER, ............ ......... 2258 First Avenue .... .........../,/ ............... ........... MEDIUM SAND ................--11...... T�01,"Plate OlL 4&1�-,7 1/8" TINTED GLASS RAILING San Diego, California 92101 im 5 K Level 4 FF VERTICAL METAL PANEL SIDING 31' - 8 1/4" N T 619.235.9262 F 619.235.0522 VINYL WINDOW WITH STEEL WINDOW SHROUD ry LU n gig/ N z Level 3 FF ry 0 >- 2 1' 7 1/2" DARK BRONZE METAL PANEL n co n n ry a_ I �) I I : e� UJ ry Level 2 F.F. CORRUGATED METAL SIDING UJ ll' - 63/4" - MR WOOD FRENCH DOOR .......... ry LU DECORATIVE LOW CMU SITE WALL WITH CAP, U) SEE C/1-2.0 0 X I'mm/t, UJ ro,I'M.M LU Level 1 F.F. ff 05 0, - J,- 711p, co F-- 0 -1: 0 EXPOSED GLULAM POSTS J ry UJ South Finish Elevation 0 < 11-011 1/8" (D ry 0 0 UJ 0 (D 0 UJ co 11�\e; UJ ry Do LJj CO n I- OF- 2 3 4 5 6 7 8 9 C)LL ca Uj 0 -1�-J ................. FIBER CEMENT LAP SIDING A&ffim I...... ..... .......... ON ................... .......... ......... .............. All co ............... ...... ..... .................. ........... UJ E co ........... n ............ ......... ... ...... ............... ................. ..... ............ ....... ............ .......... ...... ... ............ . ... ..................... ................... .... ............. .......... UJ .... ................ T.O. Roof Pop Out 3 COAT CEMENT PLASTER, 4-7 . ............... 46 - 5 1/8" MEDIUM SAND a) U) a) qqqr� 4--J U) tf LU Ate T.O. PIE a) ry 40' - 7 1/8" CY) 0- LU n (C) 0 n TINTED GLASS RAILING cle) ry UJ Level 4 FF ry 31' — 8 1/4" ry VERTICAL METAL PANEL SIDING ............................... co Project 17-123 ............. n LU Level 3 F 10/10/18 Design Review DARK BRONZE METAL PANEL co 21' - 7 1/2� 2/11/19 Design Review 2 n 11 co U) U) LU ry ...... 1111111 H111111 HIH11 Hil ill CORRUGATED METAL SIDING X LU 'F ry ----------- n 41 41141 41 4, ................................................. STEEL WINDOW SHROUD 999999M ry ............... HIM LU 'T"M L-0 70 ..................................................................................................................... ............................................................................ ............................. 11 F. of - /X \Q1 No. C17113 EXPOSED GLULAM POSTS J WOOD UNIT DOOR DECORATIVE LOW CMU SITE WALL WITH CAP, SEE C/1-2.0 West Finish Elevation 1/8" 11-011 Exterior Finish Elevations STUDIO I m ,m oommmmmmm�m A2 . 2a A C D E G General Notes - Building Elevations STUDIO I T.O. Plate Upper 1. When shown in elevation or section, all dimensions are to top of A R C H IT E C TS Roof plate,top of concrete, or top of cement-based underlayment, 4_6' -_5 —1/9' U.N.0. 2. Do not scale drawings.Written dimensions govern. 3. All clear dimensions are not to be adjusted without approval of the 2258 F i r s t Avenue Architect. :1E T.O. Plate 4. See Civil and Structural for finish floor elevations. 5. See Civil for adjacent hardscape elevations.Where exterior stairs land on exterior hardscape; confirm elevations with Civil. 6. See Electrical for exterior light fixtures. San Diego, California 92101 2 Bedroom Unit Level 41 IFF 1 %nd - Elevations 31' - 8 /4� Lege mail@studioearchitects.com EJ Vertical metal panels Ll Ll 2 Bedroom Unit IE-Z-7. .. ...... T 619.235.9262 F 619.235.0522 3-coat plaster cement ry LU Level 31 IFF n 1 21' - 7 /2� 3-coat plaster cement accent A < (Y 0 Ll El n U) 2 Bedroom Unit Horizontal corrugated metal panels [Lill El Ll Level 2 F.F. Fiber cement lap siding n 0 11' - 6 3/4" ry a_ - UJ ry UJ 2m Unit 0 Ll (D Community Room ry LU > co 0 Level 1 F.F�. 0, X of LU - 011 LU South Walkway Elevation 1/8" 1 1-011 co I- 0 -1: 0 ry LU ry 0 0 LU U_ 0 G E D C A (D 0) 0 9r— F_ 0 LU 0) U) 11�\e; T.O. Plate Upper LU ry Do < Roof c) Uj U) ---------------- 46' - 5 1/6" n I- 01-- 0 U_ C6 Uj 0 D 0) T.O. Plate 09L 4_0 > /811 ca co LU El D 1:1 co Bedrbom,Unit n ILI] -------------- LU F 7 M711 Level 4 m IF U_ 31 - 8 1/4� CD (D 0 (D 0) co (D 4--1 U) tf UJ a) ry 2 Bedroom Unit CL LU n n Li El Level 3 IFF 2 1' - 7 1/2 ry >_ LU 0 0 EJ LL ry < [E] 2,,Bedroom Unit ry 0 co Ll E:L1 LIE] �1:11 Level 2 IF - Project 17-123 11' - 6 3/4� n LU co LE 2/11/19 Design Review 2 n co0 4/23/19 Design Review 3 co -M-EIED Community Room D] Z co LU ry 4Y a_ UJ X Level 1 IFF.F�. 0 01 - 011 ry (D n ry North Walkway Elevation 1/8" 1 1-011 LU ��o ARC -A No. C 17113 lw� Exterior Elevations - Courtyard A203 General Notes - Building Elevations STUDIO I 1 When shown in elevation or section, all dimensions are to top of A R C H IT E C TS plate,top of concrete, or top of cement-based underlayment, U.N.0. 1 2 3 4 5 6 7 8 9 2. Do not scale drawings.Written dimensions govern. 3. All clear dimensions are not to be adjusted without approval of the Architect. 2258 F i r s t Avenue 4. See Civil and Structural for finish floor elevations. T.O. Plate Upper 5. See Civil for adjacent hardscape elevations.Where exterior stairs Roof land on exterior hardscape; confirm elevations with Civil. 46' - 5 1/8" 6. See Electrical for exterior light fixtures. San Diego, California 92101 T.O. Plate /8 mail@studioearchitects.com N Legend - Elevations Vertical metal panels T 619.235.9262 F 619.235.0522 Level 4 IFF 7F 31' - 8 1/4" 3-coat plaster cement ry M LU n >_ ............ ry 3-coat plaster cement accent A n U) n 'r/2�_ Z J�i Level 3 Horizontal corrugated metal panels 0 0 21' - 7 n 0 Fiber cement lap siding ry LU ry LU Level 2 IF ry 11' - 63' LU U) 0 X LU Ilium.......................................................................... LU Z Ad. Level 1 F.F. of co - 011 I- 0 -1: 0 ry UJ West Walkway Elevation ry 11-011 >_ 1/8" 0 0 UJ 0 (D 0 F_ 0 LU 9 8 7 6 4 3 2 1 0) U) 11�\� LU ry Do < c) LJj U) n I- 01-- 0 U_ T.O. Plate Upper ca Uj 0 _1�_J Roof Ci) 46' - 5 1/8" 4_0 > ca co UJ T.O. Plate co 40' 7 1 Z� n 8 c) D UJ (D 0 (D 0) U) 0;4 3: 1 (D <� Level 4 IFF U) tf UJ 31' - 8 1/4" a) ry UJ Q_ n (C) 0 Z D n cle) 0 (Y 01110ill 0 0 0 Level 3 IFF M LL LU ry 21' 7 1/2" ry 0 U) -123 Project 17 n LU >_ 10/10/18 Design Review <� Level 2 F.F. n U) 6 3�4 2/11/19 Design Review 2 n co 4/23/19 Design Review 3 0 co U) LU (Y X LU 0 (Y 0 n _ _�_Level 1 F.F. 0, 0� (Y C) a_ LU East Interior Elevation 1/8" 1 1-011 0 ARC \Q1 NA,-4 0 -A No. C 17113 5- C Exterior Elevations Courtyard A2 . 4 General Notes - Building Sections STUDIO I 1 When shown in elevation or section, all dimensions are to top of A R C H I T E C T plate,top of concrete, or top of cement-based underlayment, U.N.0. 2. Do not scale drawings.Written dimensions govern. 3. All clear dimensions are not to be adjusted without approval of the Architect. 2258 F i r s t Avenue 4. See Civil and Structural for finish floor elevations. 5. See Civil for adjacent hardscape elevations.Where exterior stairs AC D E) G land on exterior hardscape; confirm elevations with Civil. 6. Occupiable spaces, habitable spaces and corridors shall have a 2 ceiling height of not less than 7 feet 6 inches. Bathrooms,toilet San Diego, California 92101 A3.1 rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. CQBC T.O. Plate Upper Sec. 1208.2) Roof 09L mail@studioearchitects.com T.O. Plate 09L T 619.235.9262 F 619.235.0522 0 F__ -'I < F7P > ry UJ n >_ 1 Bedroom L nit 1 Bedro( m Unit 1 Bedroom Unit 1 Bedroom Unit z < EO ry 0 L�J L Level 4 FF n U) n MEMM BE 31' - 8 1/4" z 0 L L L Ll 0 E] Ll CY) Dn r[ [11 Bedroom Unit 0 n 0 ry 1 Bedroom L it 1 Bedroom Unit a_ 1 Bedroo Unit LU El El C-) 00 UJ Level 3 FF ry LL 09L V EO 0 21' - 7 1/2" (D ry LU > Ll CY) U) 0 1 Bedro )m Unit X 1 Bedroom L nit 1 Bedro -n Unit 1 Bedr( m Unit LU LU z LL� < Level 2 F.F. 09L OEM 11111111MUMEM 11' - 6 3/4" 19E] Ll El F�Er CY) 0 E 1 Bedilloom 1 B droom L nit Unil 1 Bedroom Unit 1 Bedr( om Unit C) ry 7o9 LH LJ LJ L�� Lt_7 Level 1 F.F. I MEMMMORM mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��... ................................... 0 of OIL < - off 0 (Y 0 0 LU LL 0 (D 0) 0 F_ 0 Section Looking North LU 11-011 0) U) 1/8" 11�\e; UJ ry Do < c) Uj U) n I- 01-- 0 U_ ca Uj 0 D 0) 4_0 > ca LU co n LU U_ 0 CD (1) U) U) A .1 a) 3: _1�_J 9 8 7 6 4 3 2 1 C/) UJ a) r-Y UJ n 0 n CV) ry 0 0 0 T.O. Plate U er M LL UJ pp ry Roof (Y 0 46' - 5 1/8" co Project 17-123 SEEM 7 T.O. Plate 09L n UJ 40' - 7 1/8" >_ 10/10/18 Design Review n Exterior Exterior 00 U) [ 2/11/19 Design Review 2 n Walkway Walkway U) 3 Bedroom Unit 1 Bedroom Unit 2 Bedroom Unit Mech. 1 Bedroom Unit z - 4/23/19 Design Review 3 0 co co co a_ UJ LIL] F 09L ry Level 4 F X UJ 0 < ry (D (D Exterior Exterior CY) n LU Walkway Walkway < 3 Bedroom Unit 1 Bedroo < Mech. 1 Bedroom Unit ry Level 3 FF LU ui 7 1/2" _J P 21' ui ELEVATOR Exterior Exterior CY) 3 Bedroom Unit Walkway 1 Bedroom Unit om Unit a ay 2 Bedro Mech. .1 Bedroom Unit c�0 ARC/, \�' _c, Level 2 F.F. 09L \Q1 IMM 11' - 6 3/4" LL No. C 17113 CY) 3 Bedroom Unit Community Room Mech, 1 Bedroom Unit CPA-\�0 E ==J evel 1 F.F. OIL of - off Building Sections Longitudnal Section Looking West 1/8" = 1 1-011 A3 . 1