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Home My WebLink AboutInitial Plan; Zoning Review IPZR2017012 - PlansExist. 'Hydrant Green Belt 240' Parking and' EAst.160' Hydrant 30'30 40'40' P- South Pao fic Avenue ' 56 40'40' 45' 40' 30• 20 40' . 30'30' -C Jobsite Beach Pacific Oceacn 3' Ali FloorsSetbacks: 3.3.1(F)3e 3' All Floors Side-Adjacent to Building Site r:ra' 3.3.1(F)1 Cr 4• to 1,6" 4,0" 4° 11%0" 55,0" 3,0" 6,3"13,1°24,8"14,0" 21,0" ith Street Scale: 1/8"Site Plan THE RESIDENCE IS NEN AND ON THE BEACH THEREFORE REQUIRING A COASTAL DEVELOPMENT PERMIT. Owner: Dr. and Mrs. Larry Senn 16141 5outh pacific Avenue Sunset Beachi CA. 90142 (562) 512-1459 Architect:• Ron Hoover Architect 3q Nieto AvenPue Lon;2 Beach, Ca.goo (562) 438-8818 Sheet Index: Legal Description: 1 Site Plan, Vicinity Map, Project Data First Floor Plan, Landscape Plan 3 5econd Floor Flan 4 Third Floor Plan 5 Roof Flan,Room Finish Schedule Exterior Elevations Framing Cross Sections Adjacent Properties -Site Plan 660c1 54. New Garage =811 sL (Including Storage and Mech equip.) Landscaping/andscaping Total Building New Decks 1426 s.f. 110 s.f. Codes: 2016, CRC, CMG, CFC, CEC 2016 California Energy Efficiency Standards Code (EES) Code 55,0"5,0"21,0" Adjacent Property .61.33'Pro e Line Exist.wood fence o4r O-OnireteWalk ON 4 mix erF P A57- _....—Exlst,woodfence Plante Acea drains (Typ. Pool (Vinyl Lines) New 3 Story Residence Fin. Floor si 114.30' Per amendment fit Coastal Flood Plan Development Orange County Coastline Lowest Fin.Floor(Excluding Garage) shall be 21"mln.above highest point on the edge ofpavement at South Pacific Avenue New 3 Gar Garage _C ELI t n Tile pavers over concreteslab 3216 s.f. 1130 s.f. 2148 s.f. 2131 s.f. REVISIONS . - SPAIN BY TH /RH 7,;,=1,.11 JOBNURSER 1323 SNEBTS C.0115ECUTIVE 1 swsrs Scope of Nork: New Single Family Residence The proposedsingle family residence is approximately 6609 square feet with 811 square feet with attached 3 car garade Including storage and equipment.The inground vinyl swimming poolIs approximately 14 ft. wide and 28 feet long with a 5 foot depth. The exterior will be smooth stucco, stone, and horizontal fiber cement siding. The roofwillbe Wilt up type behind a surrounding parapet at the perimeter of the building. The setbacks are within the requirements ofthe sr ri-ca zon.(SUNSET BEACH) and the height Is within 35 feet above the bottom elLvedlon which is 21 Inches above the centerline of the right of way due tofloodzone requirements In the Stmset Beach Area (SIM-CZ) THE U5E5 OF THE SURROUNDING PROPERTIES ARE A5 FOLLOWS: NORTH : RESIDENTIAL SOUTH: UNIMPROVED STREET (COASTAL ACCESS) (RESIDENCE OPPOSITE SIDE OF STREET EAST: STREET PARKING NEST: BEACH Vicinity Map and Fire Hydrant Locations: Pacific Coast Highway • Exist. Hydrant North Pacific Avenue Structural Engineer: KY Engineering, LLC. Design and Engineering Group 3130 E. Willow Street Signal Hill, Cal qO155 (323) 868-2054 Civil Engineer: Ashba Engineers, Ltd. PO Box q0833, Long Beach,da. gooq (5b2)18q-q154 (562) q8q-q1c14 Geotechnical Engineer: NorCal Engineering Soils and Geotechnical Consulatants 10641 Humbolt Street Los Alamitos, Ca. c10120 (562)1qq-q4bq Surveyor: 5tefan Lanthier Cornerstone Lend Surveying Co. 1451 Ripchak Road Corona,Ca. UM (q51)136-0200 ResidentialZone 5P11-CZ Subject Code SectIon Required Proposed Setbacks: 3.3.1(F)3a 5' Ground Floor 5'GroundFloor Front e Above Grourd Floor 6" Above Ground Floor Setbacks: 3.3.1(F)3a 5 ,3 floors 6" All Floors 51de-Street Lot : 1 Block :8 Tract : Sunset Beaali Tract MIN : 118-542-10 ProjectProfile: Occupancy/Group Type of Construction Number of Stories Sprinklers Lot Size New 1st Floor New 2nd Floor New 3rd Floor Total Living Space = Building Height: 3.5.1(01 Parking:5.3.4(A)3p 35• Max-measured 35' Max-measured korocenterlineof from centerline of street frontage street frontage • • 2Enclosed Spaces 3 Enclosed Spaces APPROVED INCONCEPT 'Ctuncr,scITON BE.SCi4 : V - B 07744-al : Three : Yes LU c. sCC 4,6* 6" Owner: Dr. and Mrs. Larry Senn 16141 South Pacific Avenue Sunset Beach, CA. .10142 (5b2) 542-1455 A licant: Ron HooverArchitect 39 Nieto Avenue Long Beach, Ca. 90803 (562)438-8818 (562)438-8811 fax Finish N o t e s : All f i n i s h h a r d w a r e ( L e . p u l l h a n d l e s , h i n g e s , e t c . ) t o b e selected b y a u n e r , p r o v i d e d a n d i n s t a l l e d b y c o n t r a c t o r . All f l o o r f i n i s h e s t o b e s e l e c t e d b y o w n e r , p r o v i d e d a n d installed b y c o n t r a c t ° , All c o u n t e r t o p a n d s p l a s h t o b e s e l e c t e d b y owner, provided a n d i n s t a l l e d b j c o n t r a c t o r . Submit s a m p l e of finish, t o b e a p p r o v e d b y o w n e r p r i o r to a p p l i c a t i o n , p r o v i d e d and installed b y c o n t r a c t o r . All e l e c t r i c a l a n d p l u r o b i n g f i n i s h f b d u r e s t o be s e l e c t e d by earner, p r o v i d e d a n d I n s t a l l e d b y c o n t r a c t o r . (Contractor s h a l l p r o v i d e a l l r o u g h p l u m b i n g a n d e l e c t r i c a l necessary t o o p e r a t e f i n i s h f i x t u r e s ) . Fittings, f a u c e t s , h a n d l e s , e t c . t o b e s e l e c t e d b y o w n e r , provided a n d i n s t a l l e d b y c o n t r a c t o r . 1. A l l p a i n t s a n d s t a i n s t o b y s e l e i t e d b y r u i n e r , p r o v i d e d and I n s t a l l e d b y c o n t r a c t o r . Any e x p o s e d e x t e r i o r w a l l s t o receive R-13 i n s u l a t i o n . Roof/cly. shall r e c e i v e R - 3 0 I n s u l a t i o n a n d r a i s e d f l o o r s s h a l l r e c e i v e R-19 I n s u l a t i o n . All new windows s h a l l b e d u a l g l a z e d v i n y l , FAL/ s h a l l h a v e p r o g r a m m a b l e s e t b a c k t y p e t h e r m o s t a t . Porch c e i l i n g s h a l l h a v e a T S G o r h e a d b o a r d & o b i t Acoustical(Noise) N o t e s : Roofhelling e h n s i r u c t i o n w i l l b e r o o f i n g o n 1 / 2 " p l y w o o d . B a t t i n s u l a t i o n w i l l b e i n s t a l l e d i n J o i s t s p a c e s . The c e i l i n g s w i l l be o n e l a y e r o f 1/2" g y p . b o a r d n a i l e d d i r e c t All extedor w h I l s ad be 2 x 4 s t u d s a t le cc.with B a t t i n s u l a t i o n I n t h e s t u d s p a c e s . E x t e r i o r s w i l l b e stucco. T h e i n f e r i o r s w i l l b e 1 / 7 g y p . b o a r d . Ail w i n c l a u s a n d g l a s s d o o r s m a y b e s t a n d a r d g l a z i n g . All e n t r y doors shill be 1-3/4" s o l i d core flush wood d o o r s with v i n y l b u l b w e a t h e r s t r i p p i n g o n t h e sides a n d top. There s h a l l b e n o m a l l s l o t s i n t h e e n t r y doors. b.There s h o u l d b e nO ventilation o p e n i n g s i n t h e e x t e r i o r w a l l s or r o o f / c e i l i n g s without a p p r o v e d acoustical b a f f l e s . 1. T h e C a l i f o r n i a N o i s e I n s u l a t i o n S t a n d a r d s ( T i t l e 2 4 ) s t a t e s t h e f o l l o w i n g p a r a g r a p h c o n c e r n i n g ventilation: "If i n t e r i o r a l l o w a b l e n o i s e l e v e l s are m e t by r e q u i r i n g t h a t u A n d o w s b e u n o p e n a b l e o r c l o s e d , the d e s i g n for the s t r u c t u r e m u s t a l s o s p e c i f y a v e n t i l a t i o n o r a i r - c o n d i t i o n i n g s y s t e m t o provide a h a b i t a b l e i n t e r i o r e n v i r o n m e n t . T h e v e n t i l a t i o n s y s t e m m u s t n o t c o m p r o m i s e t h e - dwelling u n i t or guest room n o i s e r e d u d l o n . " 8. W i t h w i n d o w s o p e n , t y p i c a l n o i s e r e d u c t i o n v a l u e s w i l l b e i n t h e 1 2 r i b r a n g e . T h i s m e a n s t h a t a ventilation s y s t e m m u s t b e p r o v i d e d f o r a l l h a b i t a b l e r o o m s . T h i s c a n n o r m a l h j b e s u p p l i e d w i t h a n FAU ( f o r c e d a i r u n i t ) w i t h a s u m m e r s w i t c h . O u t s i d e a l r i n t a k e m u s t b e i n c o m p l i a n c e w i t h t h e California B u i l d i n g Code. Coastal F l o o d E l e v a t i o n N o t e s : Spaces below t h e base f l o o d e l e v a t i o n i n a coastal h I g h - h a z a r d c o n e s h o u l d b e f r e e o f o b s t r u c t i o n s . [Appendix CBC Section 3 1 0 8 . 3 1 E x c e p t i o n s a r e l i s t e d below: Foundation elements. Structural m e m b e r s o f e x i t s . Storage o f m o v a b l e oblects. Iv.Nails o r partitions n o t p a r t o f t h e s t r u c t u r a l sOpport o f the b u i l d i n g m a j epclose all o r p a r t of t h e s p a c e b e l o w t h e b a s e flood elevation, p r o v i d e d t h e y a r e d e s i g n e d t o b r e a k a w a y under h i g h t i d e s o r w a v e a c t i o n w i t h o u t c i u s i n g d a m a g e t o t h e s t r u c t u r a l s y s t e m o f t h e building. Na•l L e g e n d : mgg=44g= N e w 2 x 4 s t u d s a t 1 6 " , o c New 2 < 6 s t u d s a t 1 6 oc 21,r 1,-0"4'4•17-6"3,0" Provide 1 7 x 6 " c o m b . a i r v e n t s (one within 1 2 " o f floor and o n e - - within 1 7 o f c e i l i n g ) t 4 3 tr. A 1 - Fool (Vinyl f i n e r ) 14,o" 1--8" 5 4 : " 1 • 0 " 5,6" 1 ' - 0 " Tile pavers over conc. deck -Typ. Adjacent P r o p e r t y _.—Exist.wood f e n c e E31.33Pro e U n e Tile p a v e r s o v e r concrete walk Landsca e P l a n Ty-er 13,6"4,8" 2 , 6 " 6,3"5-B" 5,6* 4 " " 7 - 6 " 5 - 2 " 0" 2 , 0 " 0' Elevator t o b e " C e m c o " C h 4 1 9 1 5 0 ( 1 0 0 1 - ) i n s t a l l per m a n u f a c t u r e r ' s s p e c s . G e n e r a l C o n t r a c t o r to c o o r d i n a t e t h e i n s t a l l a t i o n . C o n t r a c t o r t o install i n m a c h i n e room electrical p e r e l e c t r i c a l plan.(See s h e e t l ) Fool Room 0 'Dehumidifier — -_ WET PdAti O N L Y (No Mria.644cE5 o h O G G E VI51,) Ceramic t i l e a l l w a l i s a n d c e i l i n g a t s h o w e r over c e m e n t p l a s t e r o v e r 3 0 1 1 f e l t over KR. gyp. b d . ( F l o o r t o b e c e r a m i c t i l e o v e r cement p l a s t e r s e t t i n g bed OVer hot mop pan) ( P r o v i d e t e m p . g l a s s d o o r ) Family R o o m INinding s t a i r s s h a l l c o m p l y w i t h S e c t i o n er.R311.7.3 a n d s h a l l h a v e a r u n w i d t h o f not less t h a n f o " a t i t s i n n e r rad.and n o t 20 m i n . rated s o l i d core less t h a n 9"at a p o i n t 1 2 " f r o m t h e i n n e r self c l o s i n g door with rad. R i s e r s ` s h a l l b e 7 - 1 n"max.(Provide weatherstripping • wood h a n d r a i l 3 6 " a b o v e s t a i r n o s i n g w i t h 2nd f l o o r gaps n o g r e a t e r t h a n 4 1 UP 10690 \ T i l e p a v e r s o v e r conc. porch a n d s t e p s LIVING R E 1015 ft 10,6" 6,0"1,1-10,1"7-1"11,0" 16,0" Tile p a v e r s o v e r concrete slab 1 'Area d r a i n s ( - N O , Fool California F e s c u e ( F e s t u c a c a l i f o m i c a ) Blue F e s c u e ( F e s t u c a G l a u c a ) New 3 S t o r y Residence Tile p a v e r s aver c o n c . pone and steps — — — — Cressida 61.33' P r o p e r t y L i n e Falcate ith S t r e e t 16,0" Heater re. _above Foyer l/ 0 4 p i a b ove Openabiervvv.,,,Open b l e Scale: 1 / 8 " = 1 , 0 " A § 7 : 1 1 7-71RH tO:16 -11 REVISIONS .100NURSER 1323 SHEET 2 OF SHEETS Exist.wood f e n c PN • New 3 C a r Garage Cotyledon Orbiculata "Macrantha" /"Pig$ E C r . . : : . . th.1 <ll .5;'" • : -C 4-11 in \\ C r a s s u l a Falcata California F e s c u e ( F e s t u c a c a l i f o r n i c a ) Blue F e s c u e ( F e s t u c a G l a u c a ) 5/8" t y p e ' x g y p . b d . o n a l l w a l l s and c l g . at elevator s h a f t a n d equipment room (1 hour) I . . . . . , I I.0 15 Elev. Equip. Room /3/4 Bath 5/8" h y p e 0 g y p . b d . o n a l l w a l l s clg. a t G a r a g e a n d b e l o w stairs a t s t o r a g e a r e a ( 1 h o u r ) Concrete landing a n d steps3,4,•zz ," ( P r o v i d e se high h a n d r a i l ) .3 G a r G a r a g e 50' h i g h wood storage c a b i n e t (FAUs a n d N H o n t o p ) 4036 cabinet doors with 7 x 2 ' screened v e n t s w i t h i n 1 7 of f l o o r (2) F A L / a 05,000 BTU a d p u t e a c h ) Carrier o r e q u a l ( 9 4 A F U E 1 3 S E E R ) 75 g a l l o n w a t e r h e a t e r ..----(Provide s e i s m i c s t r a p s ) 'GrAu Iam) f "61 8 2.31 Provide ( 4 ) 1 2 " x 1 1 3 " screened flood vents w i t h i n 1 2 " of f l o o r 62. 20,11" FirstFloorPlan Note:Entire e x t e r i o r o f F i r s t Foor shall b e h a r r i e d w i t h 2 x 6 s t u d s a t 1 6 " oc with R - 1 9 i n s u l a t i o n . CONSECUTIVE 2 SHEET NUMBER O T Y F L O O R S I Z E 01 1 •1 2 0 3 0 1 - 5 02 1 1 2 1 0 9 0 S C 03 1 1 2 9 9 0 S C 04 1 1 4 0 1 6 F X 05 2 1 5 0 0 1 0 F X 06 3 1 5 6 1 6 F X 01 1 2 1 6 4 0 S C 08 2 2 2 6 5 0 F X 09 1 2 3 6 1 3 1 0 F X 10 1 2 4 0 5 0 1 5 11 2 2 4 0 5 1 0 F X 12 1 2 5 0 5 0 1 5 13 2 2 5 0 5 1 3 0 X 14 2 2 5 6 1 6 F X 15 1-- 2 6 6 1 6 F X 16 2 2 B O O T S 11 1 2 e l S O T S 15 1 3 3 5 6 4 F X 19 1 3 4 0 4 0 L 5 20 1 3 4 0 5 0 1 5 21.2 3 4 0 6 4 F X 22 1 3 5 4 0 L 5 23 2 3 5 0 0 1 0 F X 24 4 3 5 6 6 F X 25 2 3 6 0 4 0 1 5 16 2 ' 5 6 6 6 6 F X 71 3 3 5 0 4 0 T S VIINDJIAI S C H E D U L E INIDTH H E 1 6 1 - I T RIO EGRESS T E M P E R E D D E S C R I P T I O N COMMENTS 24 " 3 6 " 2 6 % 3 5 " LEFT S L I D I N G 33 1 3 / 1 6 " 108"55 10ne 1 1 0 " YES 56101 C A S E M E N T - H R 33 5 / 1 6 " 1 0 8 " 5 5 3 / 1 6 " X 1 0 " Y E S SNGL C A S E M E N T - H L 48 " 9 0 " 5 0 % 9 7 YES FIXED G L A S S 60 ° 106"62X100 YES - " , F I X E D G L A S S 56 • 90 " 6 5 X . 1 2 " YES FIXED G L A S S 30" 4 8 " 3 7 % 3 0 " SNGL C A S E M E N T - H R 30 " 60 " 37%61"FIXED G L A S S 42 ' 1 0 6 " 4 4 " X 1 0 0 YES FIXED G L A S S 48 ' 60 " 50%62"LEFT S L I D I / J G 45 " 1 0 6 " 5 0 X 1 0 8 " YES . F I X E D G L A S S 60 ' 6 0 " 6 2 X 6 2 " LEFT S L I D I N G 60"106 ° 6 2 " X l O W YES FIXED G L A S S 66 " 9 0 " 6 8 • X 9 2 " YES FIXED G L A S S 10 " 9 0 " 8 0 " X 1 2 " YES , r F I X E D G L A S S 96 " 60 'l0X62"•TRIPLE S L I D I N G 108 " 6 0 ' 1 1 0 X 6 2 " YES TRIPLE S L I D I N G 42 " 16 " 44•X18"YES FIXED G L A S S 45 " 4 0 " 5 7 ) 5 0 • LEFT S L I D I N G 48 " 6 0 " 5 0 " X ( 0 " LEFT S L I D I N G 48 " _ 1 6 " 5 0 X 1 8 " YES FIXED G L A S S 60 ' 4 0 " 52X50"YES LEFT S L I D I N G 50" 1 0 5 " 6 2 " X 1 0 5 " FIXED G L A S S 65" 1 8 " 68X80"YES FIXED G L A S S 12 " 48 " 1 4 % 5 0 " Y E S LEFT S L I D I N G 18 " " 1 8 " 80,030"YES FIXED G L A S S 96 " 48"'l5X50 Y E S TRIPLE 5 L I D I N G Emergency E g r e s s Notes: Emergency e g r e s s a r i d r e s c u e o p e n I n g s s h a l l b e r e q u i r e d i n e a c h s l e e p i n g n o r m S u c h ° P a l i n g s s h a l l open d i r e c t l y I n t o a y a r d o r c o i n t t h a t O p e n s t o a p u b l i c w a y . GEC 1025.1 Emergency e s c a p e a n d r e s c u e o p e n l n g s s h a l l h a v e a m i n i m u m n e t d e a r o p e n i n g o f 5 . 1 s q u a r e f e e t . Exception: T h e n t I n I m u m n e t c l e a r o p e n i n g for e m e r g e n c y escape a n d rescue g r a d e - f l o o r openings s h a l l be 5 s q u a r e f e e r r C B C 1 0 2 6 . 2 • 6 T h e m i n i m u m n e t c l e a r o p e n i n g h e i g h t d b . / t e n s i o n s h n i l be 24 i n c h e s . The net d e a r m i n i m u m net dear opening w i d t h d i m e n s i o n s h a l l b e 2 0 I n d u s . T h e n e t d e a r o p e n i n g s h a l l b e t h e r e s u l t o f n o r m a l operation of the o p e n i n g . C S C 102621 Emergency e s c a p e a n d rescue openings s h a l l h a v e t h e bottomof t h e dear o p e n i n g n o t g r e a t e r t h a n 44 i n c h e s m e a s u r e d f r o m t h e f l o o r . . Emergency escape and r e s c u e o p e n i n g s a n d a n y e x i t doorsshall be m a i n t a i n e d free o f any obstructions o t h e r t h a n t h o s e a l l a y e d b y t h i s s e c t i o n a n d s h a l l b e o p e r a t i o n a l f r o m t h e i n s i d e o f the r o o m . Bars, g r i l l e s , g r a t e s o r s i m i l a r d e v i c e s a r e p e r m I t t e d t o be placed o v e r e m e r g e n c y a n d rescue o p e n I n g s p r o v i d e d t h e m i n i m u m ' n e t d e a r o p e n i n g s i t e c o m p l i e s w i t h S e c t l o n 1 0 1 6 . 1 a n d s u c h devices s h a l l b e r e l e a s a b l e o r r e m o v a b l e f r o m t h e i n s i d e w I t h o u t t h e u s e o f a key,tool, s p e c l a l knowledge o r e f f o r t o r f o r c e greater t h a n t h a t w h i c h I s r e q u i r e d for normal o p e r a t i o n of t h e escape a n d rescue o p e n I n g . The release m e c h a n i s m s h a l l b e m a i n t a i n e d o p e r a t i o n a l a t a l l t i m e s . S u i t ' b a r s , g r i l l e s , grates or any s l m l i a r d e v i c e s s h a l l b e e q u I p p e d w i t h a n a p p r o v e d e d e r i o r r e l e a s e d e v l c e f o r u s e b y t h e fire d e p a r t m e n t o n l y w h e n r e q u i r e d b y t h e a u t h o r i t y h a v i n g J u r i s d i c t i o n . S u c h d e i . r i c e s s h a l l c o m p l y w i t h California B u i l d i n g S t a n d a r d s Code,Part 1 2 , C h a p t e r 1 2 - 3 a n d o t h e r a p p l I c a b l e p r o v i s i o n s o f P a r t 2 . DEC 1 0 1 6 . 4 • Nall L e g e n d : ii;PgaliMi N e w 2 x 4 s t u d s a t 1 6 " oc P=ASEr#S1 N e w 2 x 6 s t u d s a t 1 6 " o c 80'4" NUMBER Orr FLOOR S I Z E 7 , i i i . . / T H 01 1 1 1 3 0 5 0 R 1 S 1 - 02 1 1 1 6 0 8 0 R 1 9 2 " 03 1 04 1 05 1 06 1 0'1 1 1 09 1 10 1 11 1 12 1 13 14 ?I 15 1 16 1 11 1 18 1 19 20 21 21 23 24 25 26 7/ 28 29 30 31 32 33 34 35 36 55 2 2 2680 L I N 3 0 2 1 _ 2 6 8 0 R I N 3 0 " 1 2580 L 3 2 " 5050 I N 5 6 " 1 2 3 0 8 0 R I N _ 06" 1 1 5 0 5 0 1.IN 6 0 " 1 2 S080 L I N " i 1 1 1 1080 1 - IN 8 4 1 2 5080 L I N e l f , " 1 3 1 2 0 6 5 I N 1 4 4 " 2 3 2 0 6 8 L I N 2 4 " 1 3 2 0 6 8 R I N 2 4 " 1 3 2 4 6 8 L I N 2 B " 2 3 2 4 6 8 R I N 2 8 " 2 3 2668 L I N 3 0 2: 3 _ 2668 R I N . 3 0 " 1 3 • 3 0 6 5 L I N 3 6 " 1: 5 • 3 0 6 5 L I N 9 6 ' 200 R I N 2 4 " 12660 L E X 30 " 1 2680 L E X 3 0 " 1 2 6 0 0 R E X 3 0 " 1 2650 R E X 3 0 ' 1 2 6 8 0 R I N 5 0 " 1 2850 L E X 3 2 " 1 30080 IN 3 6 0 1 . 3080 L I N 3 6 " 1 3080 R E X 1 4 0 3 6 E X 4 5 " 1 4 0 9 0 R E X 4 8 " 1 4 6 8 0 I N 5 4 " 1 W O E X - 6 6 2 12060 IN 1 4 4 ' 2 2065 L I N 2 4 ' 2 2 4 8 0 1 - I N 2 6 " 2 2 4 8 0 R I N 2 8 " 96 " 5 6 " ) N 8 1 1 2 " D O U B L E H I N G E D D O O R P O 4 1 3 1 8 " 96 " 6 5 % 9 9 " E X T . D O U B L E H I N G E D - L O U V E R E D - C O L O R - COCOA 1 3 / 4 ' 96 " 1 4 6 % 9 5 1 / 2 " Q U A D S L I D E R - G L A S S - C O L O R - COCOA 1 3 / 4 " , Y E S 80 ° 26"X52 1 / 2 " H I N G E D - G L A S S 1 3 / 8 " 96 ° 3 0 " X 9 8 1 1 1 " H I N G E D D O O R P O 4 1 3 / 8 " etE 3 0 " X e l 8 1 1 2 " H I N G E D DOOR P O 4 1 310" 96 " 3 2 " X 9 0 1 / 2 " H I N G E D DOOR P O 4 1 5 / 5 " 96 " 3 2 % 9 8 1 / 2 " H I N G E D DOOR PO4 1 3 / 8 " 96 " 3 4 % 9 5 1 4 2 " P O C K E T DOOR PO4 1 3 / 8 " 96 " 5 8 % 9 5 1 / 2 " H I N G E D DOOR PO4 1 3 / 4 " 96 " 5 8 2 ( 9 8 1 0 " H I N G E D DOOR P O 4 1 3 / 8 " 96 " 5 1 " X 9 8 1 / 2 " S L I D E R - G L A S S 1 3 / 6 " 14"X90 1 / 7 ' S L I D E R - G L A S S 1 3 1 5 " 96 7 8 6 % 9 8 1 1 2 ' S L I D E R - G L A S S 1 3 / 8 " 96 9 5 t X 9 0 1 1 2 " S L I D E R - G L A S S 1 3 / 0 " 80 " 146%52 1 0 " Q U A D S L I D E R - G L A S S - C O L O R C.000A 1 3 / 4 " Y E S — 8 0 " 260(52 1 1 2 " H I N G E D - G L A S S 1 3/8" 50 " 26202 1 1 2 " H I N G E D DOOR 1.04 1 318" 50 " 3 0 X 8 2 1/2" H I N G E D DOOR P O 4 1 3 1 5 " BO" 3 0 % 0 1 1 1 2 " H I N G E D DOOR PO4 1 318" 80" 3 2 " X 5 2 1 1 7 H I N G E D D O O R P O 4 1 318" 80 " 52"X82 1 / 2 " . H I N G E D D O O R P O 4 1 3 / 5 " 60 " 38"X02.1/2" H I N G E D DOOR P O 4 •1 3 / 4 " 80 " 98"X02 1 / 2 " S L I D E R - G L A S S 1 3 / 0 " DOOR SCHEbULE HEIGHT R / 0 DESC-RIPTION 96 " 1 5 1 3 " X 9 9 " G A R A G E G A R A G E POOR 1 3 4 0 0 6 96 1 9 4 " X • 1 9 " G A R A G E G A R A G E DOOR 0 H 0 0 6 96 2 6 ' ) O 1 5 U T H I N G E D DOOR PO4 12 " 5 7 % 1 5 " E X T . H I N G E D DOOR PO4 96 " 5 2 " X 9 9 " E X T . H I N G E D DOOR PO4 16 " 5 2 " X 9 9 " E X T . H I N G E D DOOR PO4 96 3 7 % 9 9 " E X T . H I N G E D - G L A S S 96 3 7 1 ( 9 5 1 1 2 " H I N G E D DOOR PO4 96 " 34"X99"EXT. H I N G E D DOOR PO4 96 " 3 8 7 X 9 5 1 1 2 " Q U A D S L I D E R - G L A S S 96 " 3 5 " X 9 5 1 1 2 " H I N G E D VOOR PO4 96 " 3 B " . X 9 9 " E X T . H I N G E D - G L A S S 42 1 / 8 " 5 0 2 ( 4 5 1 / 5 " E X T . D O U B L E H I N G E D - L O U V E R E D 108 "50%111" E X T . H I N G E D - G L A S S THICKNESS T E M P E R E D C O M M E N T S 1 5 / 4 " 1 3/4" 1 5 1 5 " 1 B M " 1 3 / 4 " 1 5 1 4 " 1 3 1 4 " 1 318" 1 5 / 8 " 1 3 / 8 " 1 5 / 4 " 1 3 / 4 " 1 318" 1 3 / 4 " Y E S /.: F-2"19,6" DN42' h l g h wood guardral 51-0 10,1"1,1" 5,0" _ 1 1 , 6 " 6 - 1 " I e) • 10,6" 9,8" ab. a . iNG 12,6"4 1,0" _ Hall 7-6" 4,1"3,8" Bedroom#4 (125 s f x 0% = 10 s f m i n . a s s ) (25 s f g l a s s p r o v i d e d ) UP Bath # 3 (14 a r s =6 s f r e i n . g (125 s r g l a s s p r o v i d e d ) Er6,0"Tub -212: b - o - v S a r k 36" h i g h Laundnj countertop o v e r layer c a b s . Nalk i n C l o s e t >1 and D b l . P o l e • Ceramic t i l e a l l w a l l s a n d cellIng a t s h o w e r o v e r c e m e n t plasterover 3 0 1 1 f e l t over KR. f 4 gyp.bd. ( F l o o r t o b e c e r a m i c tile o v e r cement plaster s e t t i n g bed o v e r h o t mop p a n ) (Provide t e m p . g l a s s d o o r ) r / k Bedroom#2 - ( 3 2 5 s f 816= 2 6 s f m l n . glass) 1 7 (40 s f g l a s s p r o v i d e d ) 2.6 s t u d s a t 1 6 " o c a l o n g t bedroom I Q o u t s i d e w a l l t o - accomodate vents from below 1 ( 6 - 6 " T u b Sh r ('0 l g . Bath # 2 1'1"7-4" (81 x 8 % = 1 0 s f m i n . g l a s s ) -42 . 5 s f g l a s s p r o v i d e d ) 8,6"4'4"I 7-F 4 ' 4 " 10,6" 40 Ceramic t i l e a i l w a l l s a n d ceiling a t s h o w e r o v e r c e m e n t plaster over 304tfelt o v e r K R . gyp. b d . ( F l o o r t o b e c e r a m i c tile o v e r c e m e n t p l a s t e r s e t t i n g r i 40 bed o v e r h o t m o p p a n ) ( O p e n 2' 4 ° E, d o o r w a y ) 8,4"8,0"3,2°3,0"7-6"3,3" 10,2" 5,5"5,0"11,6" Dresser Ironatmy r o t a m g ' — ironing b o a r d Shelves C b . a b . - Shelf a n d P o l e Vslalk i n Closet610" T u b helf a n d Pole 246 s t u d s a t 1 6 " oc along m a s t e r b e d r o o m and b a t h w e s t w a l l Edge o f tile f l o o r \ 7-10" Shelf-and Pole 4,8" Ele a t o r Ceramic f i l e a l l w a l l s a n d ceiling a t s h o w e r , a n d t u b pedistal,over c e m e n t plaster over B O * f e l t o v e r H . R . g y p . bd. ( F l o o r t o be ceramic t i l e over c e m e n t p l a s t e r s e t t i n g bed o v e r h o t mop p a n ) AA. z•ti 6,6" ower h e a d s a 6 " a b b . florir / Shbwer \40 Master B a t h 1140 a f B% = l O s f m l r . g l a s s ) 145 s r g l a s s p r o v i d e d ) 10,6" 11,2" Tile p a v e r s o v e r M e r - K r e t e t h i n s e t over M e r - K r e t e w a t e r p r o o f membrane o v e r M e r - K o underlayment s y s t e m o v e r M e r - K o urethane membrane o v e r 3/4" C D X T&G p l y w o o d ( I n s t a l l p e r r i l e s . specs.) ( I C C E R - 5 9 6 5 ) 42" h i g h temp. g l a s s g u a r d r a i l / 40 1-0" V - b " b " 6-0" 6'4" 107 Master B e d r o o m (412 s f x 5 % . 58 s f min. g l a s s ) (236 s f g l a s s p r o v i d e d ) Winding s t a r s s h a l l c o m p l y w i t h S e c t i o n R 3 1 1 . 1 . 3 a n d shall h a v e a r u n w i d t h o f n o t l e s s t h a n 6 " a t i t s i n n e r r a d . and not l e s s t h a n 9 " a t a p o i n t 1 2 " from t h e inner r a d . Risers s h a l l b e 1 - 1 1 2 " m a x . / P r o v i d e wood handrail 3 E ' above s t a i r n o s i n g w i t h g a p s n o g r e a t e r t h a n 4 " ) Furr-out w a l l \ 40 ILI a- :2 5-10 S & . - i , I D b l . Pole s 4 .5-10 16,8" Second Floor Plan Bedroom # 3 (211sf x 8 6 6 = 1 2 s f m l n . g l a s s ) (40 s f g l a s s provided) 40 7-6" 5,1" 1,3" Celan& f i l e a l l c a l l s a n d c e i l i n g a t 9 /Shr . shouter overcement p l a s t e r o v e r 3 0 1 i n I . felt overH.R. g y p . b d . ( F l o o r t o b e - — > eerarnk t i l e o v e r c e m e n t p l a s t e r s e t t i n g ( 5 bed o v e r hot r n a p p a n ) ( P r o v i d e t e m p . 5-10 glass e n c l . ) 1' 12,3" 804" Bath 1 4 4 Shia er \Seat 3.."9"nr/n. Shelf a n d D b l . P o l e Scal.e..114"= 12,11" Winding s t a l r s s h a l l c o m p l y w i t h S e c t i o n R 3 1 1 . 1 3 a n d shall h a v e a r u n w i d t h of n o t l e s s t h a n 6 " a t I t s inner r a d . and n o t l e s s t h a n 9"at a point 1 2 " f r o m t h e i n n e r r a d . Risers s h a l l b e 1 - 1 / 2 " m a x ( P r o v i d e Lal.handrail 3 6 ° above s t a l r n o s i n g with g a p s n o g r e a t e r t h a n 4 ' ) Note:Entlre S o u t h e x t e r i o r . 1 1 o f Second Floor s h a l l b e f r a m e d w i t h 2 x 6 studs a t 1 oc with R - 1 9 Insulallon. ( T h e r e s t of the S e c o n d F l o o r exterior shall be 3 4 4 s t u d s a t 1 6 " oc with R - 1 5 i n s u l a t i o n ) • TN / R H DATE 10447.17 1323 DMEDT 3 .Erra WNSMOM 3 SHEET DN g o A 7 66 05- 66 Duct chase _ • — 1,11–;Ft 5,5" 6,0"3,1" Scale: 104"= 1,0"ThirdFloorPlan Note: Entire South exterior wall of Third Floor shall be framed with 2x6 studs at 16`oc with R-19 Insulation. (The rest of the Third Floor exterior shall be 2x4 studs at 16"oc with R-15 Insulation) REVISIONS DRAIN BY THIRH DATE JOSNUNSER 1323 SHEET 4 OF 80,0* _ 4,8"12,0"18,6" 104• in Maid' Bedroom (140 sf x 8% 13 sf min. glass) (20 of glassp vided) wEVW-,...5".'5,g,..61 SS" high countertop :1-with upper and tr lower cabinets Elevator 2,1"0 5-0" Maid's Quarters (250 sf 8% • 20 sf mln. glass) (25.5 sf glass provided) A4._ _ _Hall __ 5room, Pantn.j, Pantnj Shr.in 1NCLinen shlyDbl.Pole 3688 5-6` 11" -in SHEETS 11,1" i Built- n Seat / Cushioned 1.-0" 47 high countertop 5• 4? 5-6"12-9 1 Tile pavers over Mer-Krete thin set S10overMer-Krete waterproof membrane over Mer-Ko underlayment system over Mer-Ko • urethane membrane over 3/4' CDX T&G pluuood (Install per mfrs. X" specs.)(ICC ER-5968)/'Wall Legend: Living Room Living Room,Dining and Kitchen ('n2 as 0% = '18 sf min. glass, 31 sf openable) (233.5 sf glass provided. 49.15 sf openable) VslindIngstairs shall comply with Section R311.7.3 and shall have a run width of not less than fiat Its Inner rad. and not less than 9" at a point 12" from the inner rad. Risers shall be 7•/7 max.(ProvIdewood handrail 36" above stair nosing with gaps no greater than 4") 42" hlgh padltion wall 1F• i. Hew 2x4 studs at 16-OC 42" high temp. glass guardrail' 14WV11.*1 New 24 studs at 16"oa 10,0, 7F-2" 34,8" 15,0" Ref. H2 - Kitchen hj , Skylight 12;'131 11, 1" 5i1 5? 30 " h'gh c'suriterer cabin 64 iv _ 66 66 8,0"41, 66 2x6.studs at 16" oc along bedroom 85 outside wall to accomodate vents from below Desk 66 0.-0" 41,1" • 56" high countertop with upper and lower cabinets rs -cs.1• Offset vents at mansard roof to parapet wall above :414 12,3" 80,6" 42."highlwooda g rdra,• 5 fr —S-10 5 DN s- Books Centrals tlle ail walls and selling at shaver over “ment plaster over SOtt felt aver H.R. gyp.bd.(Floor to be ceramic the ever cement plaster setting bed over before Peel (Provide temp. glass door) FLIObby f—Re-o-rr7 _Skylight zL, Fut hgt. cabs. 5hr. Bath #5 \ YtIC I Murphy bed Bedroom #5 1131 ale 10.5 el min. glass 124 Ogles, prov/ded) 10'-ft 7-2'Finding stairs shall comply with 5e lion R3111.3 and shall have a run width of not less th n 6"at its inner rad. and not less than 9" at a point 17 fr m the inner rad. Leersshall be 7-1/2• max.(Provide handrail 36" bove stalr nosing with gaps no gre ter than 41 W.EGMM 4 SWEET Tech Specialties Category X1 T-6103 Unlit.< roof drain with overflow (Tgp. 8) Separate lines hi wall down to face of wall 6"mkt above grade lOs cap sheet over (3) 155 hot mopped felts Cricket (Typ.) Roof mounted gravity vents (10 Typ.) Cricket (Typ.) Bristollte custom double dome segmented cone SMD skylight (Product shall adhere to Bristolite speclf cations ICI30112461) Srlstolite skylight 2-AS306.1CM (ICSO 02461) REVISIONS SAMS ST TH I RH A RoofPlan DATE 10-16 .17 Scupper .1011NUMBER 1323 Cricket (Typ.) Scale: 114"= 1,0' SHEET 5 OP SHEETS Cricket (Tylll.) Sristolite skylight 2-A54848CM ! (IC3013246.1) Attic Ventilation: Required: 11150of attic Attic = 2112 s.f. / 150 = 18.5 el required Provide: (10)roof mounted gravity vents with neck size 245(12"each s.f. Place equally on roof (See Roof Plan on sheet 5) Deck below Cricket (Typ.) Scupper CONSECUTIVE SHEET Para e t Parapet !1" " " T o P l a t e INMANre, - T o p P l a t e 5cale: 1 / 4 " = 1-0"EastElevation Nest E l e v a t i o n Scale: 1 / 4 ° = 1 , 0 " Scale: 1 W = 1 , 0 " Etched g l a s s guardrail (Tempered) a 5outhElevation Stone v e n e e r ( S e l e c t e d by o w n e r ) Smooth s t u c c o o v e r (2) layers b u i l d i n g p a p e r (14i.) ( W h i t e ) Scale: 1 / 4 ° —Riderialidin1 aver ulidingpaper First F l o o r S l a b soaree, PActOIC AVE. Stone veneer / (Selected byowner) Smooth s t u c c o over ( 2 ) l a y e r s paper Cryp.) ( M i t e ) 26 G a . gi.cap at a l l p a r a p e t s Smooth stucco over ( 2 ) //layers b a n d i n g p a p e r (Tip.) ( W h i t e ) Smooth s t u c c o over ( 2 ) l a t l e r s building p a p e r (Tip.) ( M i t e ) Attic V e n t i l a t i o n : Required: 1 1 1 5 0 o f a t t i c Attic = 2 1 1 2 s . f . / 1 5 0 = 1 0 . 5 s . f . r e q u i r e d Provide: ( 1 0 ) roof m o u n t e d gravity v e n t s w i t h n e c k s i z e 2 4 x 1 2 " each = s . f . Place e q u a l l y o n roof (See Roof Plan on sheet 5 ) 6a. g . l . c a p a t p a r a p e t s ffi NorthElevation ason t e g l a i r T 7 r - v e r Third F l o o r L i n e To P l a t e lp tn, _ 5econd F l o o r L i n e REVISIONS TIT/RH DATE -11 JOSNUMBER 1323 OF SHEETS CONSECUTIVE 6 SHEET Smooth s t u c c o over (2) layers huildlitrel"per st..oPE. Woo :1.•• LU M5TIL r7R.4.11 L V. f.J4 pot '0 KIER. wg.Pg45.14.CLO5T 771 F LY C.40/4c. Mkal 5LO-1$ '. . _ .. - _ -Yr DX OF fl.vok, .SHEATH1144 Te-t1s01.1 (4.)7.4714 t.14 HT MIx41.11. e Iftykloop .3XRULER TOM STM pa. . Cse.a.pi.A4.9 MEWED /o-I6•I/ ..100MUMS. 1323 EET SHEETS SONSELIITIVE E...C. • T _G..N entwror R3* -1x4..1Mtn G u e FF arliFt (4)2, :rot'ft ge•4f7uP1 E;) E r2 ft 5 WfrLUCLO5 Ltui..y Hh.LL • .9 in ' WcQ*pF T PLY4.410. stmo.-ruot. 10.4.15S001.:I4Lut in:rwoop1 -Tiolas)Fr R..1.1 •y? . er G A. • A G E 7- , I Y4P;0" •T-ILUSSES -".11)2x :ny . . -Vccex Pr T4C PI.YuY1*o..E.o/moo-TRUISk5' . ri-Yo40-70 114133a4 -6 )t &yr*• t.-11 t.ls we cLo5 E.T -10 syos cpx PFT.14PLVWP -20 MatiValqUf.Tiou'aa'srs" 7.1.0230 Yoeet.e.y6 R.•19TY?. T .,c NI I L 0.4,a ••v -wys " .'..61-0..*,)-'As pLog-• E T."N. KITCHaN.HALL WAmogo&E.W4 e, -r1-1 144 10 44." .40% DF T 4 PLYWO Mr-WNW 43/Ft.eiolt TROffI ,S au*. FLYWOOP.To TRA.15Se.0 1.xl•044 .0( TI- 1;1 TF - t ,:Mt • SrF41.. 3, (Sea 1444) HA.Lt_ 6 — - 4'114' TAT rt TYr o • KIT•P N T R.Y H &LL 11.1,10P,. [7-71 7 • 11 A 1325232 — g.4.28' EY3.41• f t n 1774,..e.v..4,:l ; V Al .,1.14..1.114 V . il, - ..;;-,1 -/•----ie'.--..C...-1.- .-..-.-.C......, . r".E0,5t 2.FLY, 2.„..4_,.3 0FIRSec' '''''"1"11:5F,a ,14.e.VYEL - - 1 I 5td .4.-4". . a (t5 7 . 5 T o P . Y gasipatice n.//RooF 1,2.4K < 3 5 ' 1 { 1 4 4 - 1 ) -ruca e..434, / :9 ref • , aft HEW %trot. ,IN0E-.01.4.10 (S'paao0 N V / 3 5Tog.Y tz.g.5fPC-NGe. 1.1104) ew.4 A . 9 - A . E . 7T° 5 7 , 0 , E 4 C H A . C c e . 5 5 1 FL.d I t'FLLXW 01 C V 171.• oi1/4.)1/4). 1.4188 u.L Ifl tD • (I) 5(e: sles gtaL %QUM. WINDt'FiJ. In&Pay 91M, r k 4.4q5*, 2./3. GLOM.w4" 4 5 3144 3 , 4 e i t / , / Exor PEc.K. 4e,DvE. Ovit TAW. o r VIP w , 5Tew_ thleLE. R . . iCANce (26' i i i 4 i 4 ) 6 - FIEWISED 15..1 . DATE (O.* JOS M U M I E R i32.5 SHEET slarrs C.ISECLITIVE , itity4F..F GANA X I ALR. ak.s.AcE. 7 - . S M E L T A PROJECT D E S C R I P T I O N SINGLE F A M I L Y R E S , D E N C E 17005 S P A C I F I C A V E N U E SUNSET B E A C H C A 9 0 7 4 2 BENCHMARK BEING A N O C S 3 . 1 " D I S K S T A M P E D " 6 2 - 8 3 " SET D I M A N H O L E C O N . E T E C O L A R LOCATED A T T H E I N T E R S E C T I O N O F BROADWAY A T I D N O R T H P A C I F I C AVENUE. ELEV, 1 0 . 6 8 7 NAVD 1 9 8 8 ( 1 9 8 9 A D J . ) BASIS O F B E A R I N G S THE C E N T E R L I N E O F 8 T H S T R E E T WHICH B E A . . . 7 ° 3 3 ' 2 4 ' W P E R . C O R D OF S U R V E Y I N M A P B O O K 9 8 P A G E 4 3 . LEGAL D E S C R I P T I O N LOT 1 BLOCK 8 SUNSET B E A C H T R A C T M.M. 3 / 3 9 . 4 0 AP4178-542-10 SURVEYOR STEFAN L A N T I E E R CORNSTONE L A N D S U R V E Y I N G C O . 1457 R I P C H A K R O A D CORONA C A 9 2 8 7 9 (951) 7 3 6 - 0 2 0 0 GEOTECHNICAL . G I N E E R NORCAL . G I N E E R I N G 10641 H U M B O L T S T R E E T LOS A L A M I T O S , C A 9 0 7 2 0 (562) 7 9 9 - 9 4 6 9 ARCHITECT RON H O O V E R 39 N I E T O A V E LONG B E A C H C A 9 0 8 . (562) 4 3 8 - 8 8 1 8 CIVIL E N G I N E E R ASHBA E N G I N E E R S L T D . P.O. B O X 9 0 8 3 3 LONG B E A C H C A 9 0 8 0 9 (562)427-15)0 DEVELOP. OIL & M R S . L A R R Y S E N N P.O. B O X 6 0 9 SUNSET B E A C H C A 9 0 7 4 2 (562) 5 9 2 - 1 4 5 9 EARTHWORK Q U A N T I T I E S cm 69.6 CYDS FILL: 26.5 C Y D S OVEREXCAVATION: - SITE A C R E A G E : 3 2 7 6 S F - 0 . 0 7 5 2 A C BLNG. S Q . F T . : 1 9 4 7 S F (BLDG. F O O T P R I N T ) FLOOD Z O N E N O . X SHEET I N D E X SHEET T I T L E SHEET N U M B E R GRADINGGENERALNOTES Cl EXISTINGCONDITIONS C2 DEMOLITIONPLAN C3 GRADINGPLAN C4 DRAINAGEPLAN C5 EROSIONCONTROLPLAN C6 CROSS S E C T I O N A N D C7 CONSTRUCTIONDETAILS LEGEND ABBRE.DESCRIPTION SYMBOL (1.CENTERLINE PL LOT L I N E EP EDGE O F P A V E M E N T TOP O F S L O P E TOE O F S L O P E PCC P O R T L A N D C E M E N T C O N C R E T E AC ASPHALT C O N C R E T E P A V E M E N T RECONSTRUCTION ACO A S P H A L T C O N C R E T E O V E R L A Y EX EXISTING EXISTING W A L L WM WATER M E T E R FL FLOW U N E NH MANHOLE VLT VAULT PA PLANTING A R E A HP HIGH P O I N T SS STREET S I G N SL STREET L I G H T CLF CHAIN L I N K F E N C E BLDG E X B U I L D I N G PB PULL B O X EXISTING E L E V A T I O N (10.00 TC TOP O F C U R B FS FINISH S U R F A C E FG FINISH G R A D E INV INVERT E L E V A T I O N BC BEGIN C U R V E EC END O F C U R V E C&G C U R B A N D G U T T E R CB CATCH B A S I N CAB C R U S H E D A G G R E G A T E B A S E TW TOP O F W A L L SW SIDEWALK FF FINISH F L O O R BCR BEGIN C U R B R E T U R N ECR END C U R B R E T U R N DW DRIVEWAY VCP V I T R I F I E D C L A Y P I P E CIP CAST I R O N P I P E DIP DUCTILE I R O N P I P E RCP REINFORCED C O N C R E T E P I P E PVC POLYVINYL C H L O R I D E BFP BACKFLOW P R E V E N T E R SCE ( R ) S O U T H E R N C A L I F O R N I A E D I S O N V E N T R I S E R BW BACK O F W A L K GS GROUND - X- X - X EROSION C O N T R O L G E N E R A L N O T E S I . EROSION CONTROL IS REQUIRED FOR GRADING OPERATI O N S D U R I N G " D R Y S E A S O N " REQUIREMENTS ( M A Y 1 T H R O U G H S E P T E M B E R 3 0 ) A N D FOR "WET SEASON" REQUIREMENTS (OCTOBER 1 THROUGH APRIL 30). APPROVED PLANS ARE REQUIRED F O R A L L R O U G H G R A D I N G O P E R A T I O N S . 2, I N C A S E O F E M E R G E N C Y C A L . LARRY S E N N OWNER (RESPONSIBLE P E R S O N )(FDIA4) AT ( 5 6 2 ) 5 9 2 - 1 4 5 9 (24 H O U R P H O N E N O . ) THE D E S I G N C I V I L E N G I N E E R W I L L S U P E R V I S E E R O S I O N C O N T R O L W O R K A N D E N S U R E T H A T WORK IS IN ACCORDANCE WITH THE APPROVED PLANS (IF REQUIRED). THERE SHALL BE ',WEATHER TRIGGERED" ACTION PLAN AND THE A B I L I T Y T O D E P L O Y S T A N D B Y SEDIMENT CONTROL BMPS AS NEEDED TO PROTECT ALL EXPOSE D P O R T I O N S O F T H E S I T E W I T H I N 4 8 H O U R S O F A P R E D I C T E D STORM EVENT (A PRE D I C T E D S T O R M E V E N T I S D E F I N E D A S A N A T I O N A L W E A T H E R S E R V I C E F O R E C A S T E D , 5 0 % CHANCE O F R A I N ) . EROSION C O N T R O L D E V I C E S S H A L L N O T B E M O V E D O R M O D I F I E D W I T H O U T T H E A P P R O V A L O F THE C I T Y E N G I N E . ALL R E M O V A B L E P R O T E C T I V E E R O S I O N C O N T R O L D E V I C E S S H O W N S H A L L B E I N P L A C E A T T H E END OF EACH WORKING DAY. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES, A N D D E S I L T I N G B A S I N S , E T C . GRADED A R E A S A R O U N D T H E T R A C T P E R I M E T E R M U S T D R A I N A W A Y F R O M T H E F A C E O F S L O P E AT T H E C O N C L U S I O N O F E A C H W O R K I N G D A Y . THE C O N T R A C T O R S H A L L B E R E S P O N S I B L E A N D S H A L L T A K E N E C E S S A R Y P R E C A U T I O N S T O PREVENT PUBLIC )RESPASS ONID AREAS WHERE IMPOUNDED WAT E R C R E A T E S A H A Z A R D O U S C O N D I T I O N . DESILTING B A S I N S A R E T O B E C O N S T R U C T E D A S G R A D I N G O F I N D I V I D U A L G R A D I N G A R E A S A R E COMPLETE PER ROUGH GRADING PLANS. THE C I T Y E N G I N E E R R E S E R V E S T H E R I G H T T O M A K E C H A N G E S O R M O D I F I C A T I O N S T O T H I S P L A N AS D E E M E D . C E S S A R Y . INFORMATION ON THIS PLAN I S F O R E R O S I O N C O N T R O L 0 / 9 I . Y . A L L O T H E R I N F O R M A T I O N I S SUBJECT TO CHA N G E . TEMPORARY E R O S I O N P R O T E C T I O N I S R E Q U I R E D F O R M A N U F A C T U R E D S L O P E S P R I O R T O PERMANENT P L A N T I N G . AREAS S H A L L B E M A I N T A I N E D I N S U C H A S T A T E T H A T F I R E A C C E S S S H A L L B E M A I N T A I N E D A T ALL T I M E S ( I N C L U D I N G A C C E S S T O N E I G H B O R I N G P R O P E R T I E S ) . NO O B S T R U C T I O N O R D I S T U R B A N C E O F N A T U R A L D R A I N A G E C O U R S E S O R E X I S T I N G S T O R M DRAM I N L E T S S H A L L O . U R D U R I N G T H E " W E T S E A S O N ' ' , UNLESS A D E Q U A T E T E M P O R A R Y / P E R M A N E N T D R A I N A G E F A C I L I T I E S H A V E B E E N A P P R O V E D AND TNSTALLED TO CARRY SURFACE WATER TO THE NEARF-ST PRACTICAL STREET, STORM DRAIN OR NATURAL WATER COURSE. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE S'TORM DRAIN SYSTEM WHICH S.VES THE RUNOFF A R E A . S T O R M R U N O F F F R O M ONE A R E A S H A L L N O T B E A L L O W E D T O D I V E R T T O A N O T H E R R U N O F F A R E A . CONFORMANCE W I T H T H E R E Q U I R E M E N T S O F T H E S E P L A N S S H A L L I N N O W A Y R E L I E V E T H E CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO, CONSTRUCTING S U C H F A C I L I T I E S A N D T A K I N G S U C H M E A S U R E S A S A R E NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO P.LIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. SLOP. C O N S T R U C T E D P R I O R T O O C T O B E R 1 S H A L L B E T R E A T E D F O R . 0 S I O N C O N T R O L P R I O R TO OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EltOSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. FILL A R E A S W H I L E B E I N G B R O U G H T U P T O G R A D E A N D D U R I N G P E R I O D S O F C O M P L E T I O N PRIOR T O F I N A L G R A D E , S H A L L B E P R O T E C T E D B Y V A R I O U S M E A S U R E S T O E L I M I N A T E EROSION A N D T H E S I L T A T I O N O F D O W N S T R E A M F A C I L I T I E S A N D A D J A C E N T A R E A S . T H E S E MEASURES M A Y I N C L U D H B U T S H A L L N O T B E L I M I T E D T O : T E M P O R A R Y D O W N D R A I N S , EITHER IN THE FORM OF PIPES OR PAVED DITC.S WITH PROT E C T E D O U T F A L L A R E A S ; G R A D E D BERMS AROUND AREAS TO ELIMINATE EROSION O F F I L L S L O P E S B Y SURFACE RUNOFF; CONFINED P O N D I N G A R E A S T O D E S I L T R U N O F F ; T E M P O R A R Y C H E C K D A M S IN TOE OF SLOPE D I T C H E S T O D E S I L T R U N O F F ; P R O T E C T I O N S U C H A S S A N D B A G S AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE G R A D I N G T O D I R E C T D R A I N A G E A W A Y F R O M T H E E D G E O F T H E T O P O F SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTH-WORK OPERATIONS ARE NOT IN PR.RESS. NEW W A T E R M E T E R E L E V A T I O N C E R T I F I C A T I O N THE ENGINEER OF RECORD OR A LIC E N S E D S U R V E Y O R S H A L L S T A K E T H E L O C A T I O N A N D T H E FINISH ELEVATION O F T H E N E W W A T E R M E T E R . P E R W A T E R D I V I S I O N S T A N D A R D S , T E E METER S H A L L B E L O C A T E D 7 I N C H E S F R O M T H E T O P O F F I N I S H S U R F A C E T O T H E CENTERLINE/FLOW L I N E O F T H E M E T E R . P R I O R T O T H E A L L E Y P A V I N G , T H E OWNER/DEVELOPER S H A L L P R O V I D E A N A P P R O V E D W R I T T E N C E R T I F I C A T I O N T O T H E P U B L I C WORKS I N S P E C T O R A N D W A T E R I N S P E C T O R C E R T I F Y I N G T H A T T H E E L E V A T I O N O F T H E N E W WATER METhR COMPLIES WITH THE SURVEY DATA TOP O F C U T B R O W D I T C H E S , W H E R E R E Q U I R E D O N T H E P L A N S , S H A L L B E C O N S T R U C T E D P R I O R TO . C E E D I N G 1 2 F E E T O F C U T M E A S U R E D V E R T I C A L L Y . CLEARING A N D G R . B I N G S H O U L D B E L I N U T E D T O A R E A S T H A T W I L L R E . I V E D A M E D I A T E GRADING. E R O S I O N C O N T R O L M E A S U R E S W I L L B E R E Q U I R E D T O P R O T E C T A R E A S MAT H A V E B E E N C L E A R E D A N D G R U B B E D P R I O R T O G R A D I N G O P E R A T I . , A N D T H A T A R E SUBJECT T O R U N O F F D U R I N G T H E P E R I O D F R O M T H E B E G L N N I N G O F T H E " W E T S E A S O N ' . THESE M E A S U R E S M A Y I N C L U D E B U T S H A L L N O T B E L I M E T E D T O : G R A D E D D I T C H E S ; B R U S H BARRIERS A N D S I L T F E N C E S C A R E S H A L L B E E X E R C I S E D T O P R E S E R V E V E G E T A T I O N BEYOND T H E L I M I T S O F G R A D I N G . arr A P P R O V A L O F P L A N S D O E S N O T R E L I E V E T H E D E V E L O P E R F R O M R E S P O N S I B I L I T Y F O R T H E CORRECTION O F E R R O R S A N D O M I S S I O N S D I S C O V E R E D D U R I N G C O N S T R U C T I O N . U P O N REQUEST, T H E R E Q U I R E D P L A N R E V I S I O N S S H A L L B E P R O M P T L Y S U B M I T T E D T O T H E C I T Y .GINEER F O R A P P R O V A L . WATER N O T . ALL W O R K S H A L L B E C O N S T R U C T E D I N A C C O R D A N C E T O T H E L A T E S T C I T Y O F H U N T I N G T O N BEACH W A T E R D I V I S I O N S T A N D A R D S . DEVELOPER I S R E S P O N S I B L E T O C O O R D I N A T E W I T H C I T Y O F H U N T I N G T O N B E A C H D E P A R T M E N T OF B U I L D I N G A N D S A F E T Y F O R T H E M E E O F W A T E R M E T E R ( S ) A N D / O R S E R V I C E L A T E R A L S ( S ) REQUIRED. M E T E R A N D S E R V I C E L A T E R A L ( S ) S M E S S H O W N O N T H I S P L A N W I L L R E Q U I R E C I T Y BUILDING A N D / O R F I R E D E P A R T M E N T A P P R O V A L . D E V E L O P . I S R E S P O N S I B L E F O R C O S T O F REPLACING U N D E R S I Z E D L A T E R A L S & M E T E R S D U E T O I N C O R R E C T F I X T U R E U N I T C O U N T S , GALLON P E R M I N U T E C A L C U L A T I O N S , O R L A C I C O F C O O R D I N A T I O N W I T H C I T Y O F H U N T I N G T O N BEACH D E P A R T M E N T O F B U I L D I N G A N D S A F E T Y . WHERE T H E B A C K F L O W P R O T E C T I O N D E V I C E I S N O T L O C A T E D I M M E D I A T E L Y D O W N S T R E A M O F THE C I T Y R I G H T - O F - W A Y , A L L U N D E R G R O U N D P I P I N G B E T W E E N T H E M E T E R A N D B A C K F L O W PROTECTION D E V I C E S S H A L L B E S L E E V E D A N D B A C K F I L L E D W I T H 2 - S A C K S L U R R Y T O 1 2 - I N C H E S BELOW F I N I S H E D G R A D E . SCREENING O F B A C K F L O W P R O T E C T I O N D E V I C E S H A L L B E A P P R O V E D B Y T H E C I T Y L A N D S C A P E ARCHITECT. NPDES G E N E R A L N O T E S o S E D I M E N T F R O M A R E A S D I S T U R B E D B Y C O N S T R U C T I O N S H A L L B E R E T A I N E D O N S I T E U S I N G INDUSTRY A C C E P T E D B E S T M A N A G E M E N T P R A C T I C E S ( B M P S ) . T H E S E B M P S S H A L L B E INSTALLED P R I O R T O A N Y C O N S T R U C T I O N A C T I V I T Y S U C H A S G R A D I N G T H A T M A Y C A U S E S O I L DISTURBANCE. T H E S E B M P S A R E T O B E M A I N T A I N E D Y E A R - R O U N D O R wiz ALL L O O S E SEDIMENT H A S B E . S T A B I L I Z E D . SIDCKPILES O F S O I L S H A L L B E P R O P E R L Y C O N T A I N E D T O M I N I M I Z E S E D I M E N T T R A N S P O R T FROM T H E S I T E T O S T R E E T S , D R A I N A G E F A C I L I T I E S A N D A D J A C E N T P R O P E R T I E S V I A R U N O F F , VEHICLE T R A C K I N G , O R W I N D . S T O C K P I L E D M A T E R I A L S H A L L B E N O M O R E T H A N 8 F E E T I N HEIGHT A N D S H A L L B E C O M P L E T E L Y C O V E R E D W I T H A S E C U R E I M P E R M E A B L E C O V E R A T T H E END O F E A C H W O R K D A Y . A L L S T O C K P I L E S S H A L L B E L O C A T E D A W A Y F R O M A N Y S T O R M D R A I N INLETS A N D A W A Y F R O M A N Y S T O R M W A T E R C O N V E Y A N C E S T R U C T U R E S . A T N O T I M E S H A L L ANY R A W M A T E R I A L B E S T A G E D O R S T O C I C P I L E D O N C I T Y S T R E E T S , S I D E W A L K S , A N D / O R GUTTERS W I T H O U T A V A L I D O B S T R U C T I O N P E R M I T . o A P P R O P R I A T E B M I P S F O R C O N S T R U C T I O N - R E L A T E D M A T E R I A L S , W A S T E S , S P I L L S O R R E S I D U E S SHALL B E I M P L E M E N T E D T O M I N I M I Z E T R A N S P O R T F R O M T H E S I T E T O S T R E E T S , D R A I N A G E FACILITIES, A N D A D J O I N I N G P R O P E R T Y B Y W I N D O R R U N O F F . o R U N O F F F R O M E Q U I P M E N T AND VEHICLE W A S H I N G S H A L L B E C O N T A I N E D O N T H E CONSTRUCTION S I T E A N D S H A L L N O T B E D I S C H A R G E D T O R E C E I V I N G W A T E R S O R T O T H E STORM D R A I N S Y S T E M . o C O N C R E T E W A S H O U T W A T E R S H A L L B E C O N T A I N E D I N A W A T E R - T I G H T D E V I C E T O P R E V E N T CEMENT D E P O S I T I O N O N T O T H E G R O U N D A N D R U N O F F I N T O S T R E E T S , D R A I N A G E F A C I L I T I E S , AND R E C E I V I N G W A T E R S . o A L L C O N S T R U C T I O N C O N T R A C T O R A N D S U B C O N T R A C T O R P E R S O N N E L A R E T C ) B E M A D E A W A R E OF T H E R E Q U I R E D B M P S A N D G O O D H O U S E K E E P I N G M E A S U R E S F O R T H E P R O J E C T s r r E A N D A N Y ASSOCIATED C O N S T R U C T I O N S T A G I N G A R E A S . o A T T H E E N D O F E A C H W O R I C D A Y , A L L C O N S T R U C T I O N D E B R I S A N D W A S T E M A T E R I A L S S H A L L BE C O L L E C T E D A N D P R O P E R L Y D I S P O S E D I N C O V E R E D T R A S H O R R E C Y C L E B I N S . CONSTRUCTION S I T E S S H A L L B E M A I N T A I N E D S U C H A C O N D I T I O N I T I A T S T O R M W A T E R D O E S NOT C A R R Y W A S T E S O R P O L L U T A N T S O F F T H E S I T E . D I S C H A R G E S O F M A T E R I A L S O T H E R T H A N STORMWATER ( N O N - S T O R M W A T E R D I S C H A R G E S ) A R E P R O H I B I T E D E X C E P T A S A U T H O R I Z E D B Y AN I N D I V I D U A L N P D E S P E R M I T O R T H E S T A T E W I D E G E N E R A L C O N S T R U C T I O N S T O R M W A T E R PERMIT. o A L L U N P A V E D C O N S T R U C T I O N . T R A N . S A N D Exrrs SHALL B E P R O T E C T E D U S I N G A N EFFECTIVE C O M B I N A T I O N O F T R A C K I N G C O N T R O L B M P S T O M I N I M I Z E A N D / O R E L I M I N A T E DFF-SITE T R A C K I N G O F S E D I M E N T . T H E S E B M P S S H A L L B E M A I N T A I N E D A N D I N S P E C T E D D A I L Y . o A L L T E M P O R A R Y P O R T A B L E R E S T R O O M S M U S T H A V E A C A T C H M E N T P A N A N D M U S T B E LOCATED A T L E A S T 5 0 F E E T A W A Y F R O M A N Y S T O R M D R A I N I N L E T S . POLLUTANTS A R E A N Y S U B S T A N C E S I N T R O D U C E D I N T O T H E E N V I R O N M E N T T H A T A D V E R S E L Y AFFECTS T H E U S E F U L N E S S O F A R E S O U R C ' E . P O T E N T I A L P O L L U T A N T S I N C L U D E , B U T A R E N O T LIMITED T O : S E D I M E N T ; S O L I D O R L I Q U I D C H E M I C A L S S U C H A & P A I N T S , S T A I N S , S E A L A N T S , SOLVENTS, D E T E R G E N T S , G L U E S , L I M E , P E S T I C I D E , H E R B I C I D E , F E R T I L I Z E R S , W O O D P R E S E R V A T I V E S AND A S B E S T O S F I B E R S , P A I N T F L A K E S O R S T U C C O F R A G M E N T S ; F U E L S , O I L S , L U B R I C A N T S , A N D HYDRAULIC, R A D I A T O R O R B A T T E R Y E L I I D S ; C O N C R E T E , A N D R E L A T E D C U T T I N G O R C U R I N G RESIDUES; F L O A T A B L E W A S T E S ; W A S T E S F R O M E N G I N E / E Q U I P M E N T S T E A M C L E A N I N G O R CHEMICAL D E G R E A S I N G ; W A S T E S F R O M S T R E E T C L E A N I N G ; A N D S U P E R - C H L O R I N A T E D P O T A B L E WATER F R O M L I N E F L U S H I N G S A N D T E S T I N G . DURING C O N S T R U C T I O N , D I S P O S A L O F S U C H M A T E R I A L S S H O U L D O C C U R I N A S P E C I F I E D A N D CONTROLLED M A N N E I L A D E S I G N A T E D T E M P O R A R Y A R E A O N - S I T E S H A L L B E P H Y S I C A L L Y SEPARATED F R O M P O T E N T I A L S T O R M W A T E R R U N O F F , W I T H U L T I M A T E D I S P O S A L I N A C C O R D A N C E WITH L O C A L S T A T E A N D F E D E R A L R E Q U I R E M E N T S . DISCHARGING C O N T A M I N A T E D G R O U N D W A T E R , P R O D U C E D B Y D E W A T E R I N G G R O U N D W A T E R TEAT H A S I N F I L T R A T E D I N T L ) T H E C O N S T R U C T I O N S I T E I S P R O H I B I T E D . D I S C H A R G I N G O F CONTAMINATED S O I L S V I A S U R F A C E E R O S I O N I S A L S O P R O I E B I T E D . D I S C H A R G I N G SON-CONTAMINATED G R O U N D W A T E R P R O D U C E D B Y D E W A T E R I N G A C T I V I T I E S R E Q U I R E S A NATIONAL P O L L U T A N T S D I S C H A R G E E L I M I N A T I O N S Y S T E M ( N P D E S ) P E R M I T F R O M T H E RESPECTIVE S T A T E R E G I O N A L W A T E R Q U A L I T Y C O N T R O L B O A R D . DISCHARGES O F S T O R M W A T E R F R O M C O N S T R U C T I O N S I T E S S H A L L N O T B E L A D E N W I T H SEDIMENT. A L L S T O R M W A . R D I S C H A R G E S M U S T B E R E L A T I V E L Y F R E E O F S E D I M E N T . NOTICE: A L L C O N T R A C T O R S A N D C O N S T R U C T I O N P E R S O N N E L S H A L L M E E T T H E R E G U L A T O R Y CONSTRUCTION R E Q U I R E M E N T S O N T H E P R O J E C T S E T E I N C O M P L I A N C E W I T H T H E C I T Y ' S G R A D I N G AND E X C A V A T I O N C O D E ( M U N I C O D E 1 7 . 0 5 ) . SEFFE'RNOTES: I.co-rAcr SUNSET B E A C H S A N I T A R Y D I S T R I C T , S B S D U P O N L O C A T I N G O F E X I S T I N G S E W E R LATERAL, J I M C A S L I N , S U P E R V I S O R A T ( 7 1 4 ) 3 3 0 - 3 7 2 8 . MEET A N D D E T E R M I N E C O N D I T I O N O F E X I S T I N G L A T E R A L & W Y E C O N N E C T I O N A T M A I N B Y CONTRACTOR'S T V M O N I T O R I N G . INSTALL N E W P V C S D R 3 5 S E W E R L A T E R A L A N D J O I N E X I S T W Y E A T M A I N P . A P P R O V A L O F S B S D , LICENSE S E W E R C O N T R A C T O R R E Q U I R E D . PROVIDE C O N C R E T E E N C A S E M E N T O F E X I S T I N G W Y E A S D I R E C T E D B Y S E S D . B A C K F I L L A N D REPAVE . R C I E E I S T D S . PAY A L L F E E S A I V D O B T A I N A L L P E R M I T R E Q U I R E D F O R T H E W O R K . CABLE T V C O N S T R U C T I O N N O T E S I. C A B L E T V F A C I L I T I E S M U S T B E P L A C E D B Y T H E D E V E L O P E R . ROUTING O F U N D E R G R O U N D C O . U I T S Y S T E M W I L L B E D E T E R M I N E D B Y T I N I E W A R N E R COMMUNICATIONS U P O N R E C E I P T O F T W O C O P I E S E A C H O F U T I L I T Y U N D E R G R O U N D CONSTRUCTION P R I N T S ( E D I S O N A N D V E R I Z O N ) A N D E X E C U T E D A G R E E M E N T . DESIRED R O U T I N G M U S T B E H I G H L I G H T E D O N S U P P L I E D U T I L I T Y P R I N T . O N E C O P Y M U S T B E RETURNED T O T H E D E V E L O P E I L PREWIRING O F F A C I L I T I E S M U S T B E D O N E I N A C C O R D A N C E W I T H T I N I E W A R N E R COMMUNICATIONS A G R E E M E N T A N D S P E C I F I C A T I O N S T H A T W I L L H A V E O . H O M E R U N T O E A C H UNIT F R O M " M U L T I T A P " T O B E 2 5 0 F E E T . CONTACT: C O N S T R U C T I O N D E P . T M E N T 12501 I N D U S T R Y S T R E E T GARDEN G R O V E , C A 9 2 . 1 (HY A P P O I N T M E N T O N L Y ) DAVE D O L . Y , P R O J E C T S U P E R I N T E N D A N T (714)903-8446 BILL J A N K O W S K I , C O N S T . S U P E R V I S O R (714) 9 0 3 - 8 3 3 6 MIKE P U R S E L L , D I R E C T O R (714) 9 0 3 - 8 3 0 9 5. T H E D E V E L O P E R W I L L P R O V I D E T H E L A B O R W I T H T H E E X C E P T I O N O F P U L L I N G D I S T R I B U T I O N CABLE, S P L I C I N G , A N D A C T I V A T I O N . 6. T I M E W A R N E R C O M M U N I C A T I O N S R E S E R V E S T H E R I G H T T O R E V O K E T H E O F F E R T O P R O V I D E MATERIALS W I T H O U T P R J O R N O T I C E . GRADING G E N E R A L N O T E S ALL G R A D I N G S H A L L B E D O N E I N A C C O R D A N C E 1 1 . 7 T H T H E C I T Y O F H U N T I N G T O N D E A . REQUIREMENTS. CITY O F H U N T I N G T O N B E A C H G R A D I N G I N S P E C T O R I S T O B E N C I T I F I E D 4 8 H O U R S P R I O R T O A N Y GRADING A T T H E D E P A R T M E N T O F PUBLIC W O R K S , ( 7 1 4 ) 5 3 6 - 5 4 3 1 . DUST S H A L L B E C O N T R O L L E D B Y W A T E R I N G . REMOVE A L L V E G E T A T I O N A N D D E B R I S P R I O R T O A N Y G R A D I N G , I N S P E C T I O N I S R E Q U I R E D . ALL W O R K W I T H I N T H E P U B L I C R I G H T - O F - W A Y R E Q U I R E S A S E P A R A T E E N C R O A C H M E N T PERMTL S. I M P O R T S O I L S H A L L B E A G R A N U L A R M A T E R I A L W I T H L O W E X P A N S I O N P O T E N T I A L A N D S H A L L BE C O M P A C T E D T O A T L E A S T 9 0 % . 7. T H E S U B G R A D E O F T H E D R I V E W A Y A N D P A R K I N G A R E A S S H A L L B E S C A R I F I E D , B R O U G H T T O OPTIMUM M O I S T U R E C O N T E N T , A N D C O M P A C T E D T O A T L E A S T M i . C A L L F O R C I T Y I N S P E C T I O N PRIOR T O P L A C I N G C L A S S 2 A G G R E G A T E B A S E A N D C A S T I N G O F CONCRETE G U T T E R S . 8. A S O I L C O M P A C T I O N R E P O R T S H A L L C E R T I F Y C O M P A C T I O N W I T H I N B U I L D I N G A N D P A V I N G AREAS. S. A L I C E N S E D E N G I N E E R , O R A L I C E N S E D L A N D S U R V E Y O R , S H A L L C E R T I F Y L I N E A N D G R A D E O F FINISH F L O O R F O R M S . 10. T H E S O I L S . G I N E . S H A L L C E R T I F Y T H A T A L L G R A D I N G H A S B E E N C O M P L E T E D P . T H E SOILS R E P O R T P R I O R T O F I N A L R E L E A S E . I I . T H E E N G I N E E R O R A R C H I T E C T O F R E C O R D S H A L L C E R T I F Y T H A T G R A D E S F O R A L L H A R D S C A P E AND D R A I N A G E D E V I C E S H A V E B E E N C O N S T R U C T E D P E R A P P R O V E D G R A D I N G P L A N P R I O R T O FINAL R E L E A S E . ALL G R A D I N G S H A L L B E D O N E I N A C C O R D A N C E W I T H A P P R O V L D S O I L S R E P O R T N O T E D HEREIN. STANDARD P L A N 1 0 0 , S H E E T S 1 , 2 , 3 A N D 4 A R E I N C O R P O R A T E D B Y R E F E R E N C E . ThE S O I L S . G I N E E R A . C I V I L . G I N E E R S H A L L N O T B E S U B S T I T U T E D W I T H O U T P R I O R WRITTEN A P P R O V A L F R O M T H E D I R E C T O R O F P U B L I C W O R K S . Select m o o . T o i f m i n o r w o r k A o f f t h e s t r e e t a t t h e e n d o f S s c i s • D o t t o m i f t r a f f i c c o n t r o l S o o o i r o d . USE T H E A M E R I C A N P U B L I C W O R K S A S S O C I A T I O N S O U T r I E R N C A L I F O R N I A C H A P T E R ( A P W A ) WORK A R E A T R A F F I C C O N T R O L H A N D B O O K ( W A T C H M A N U A L ) T E N T H E D I T I O N , 2 0 0 6 W H E N WORKII4G I N T H E S T R E E T S O R A L L E Y S . T H E C I T Y I T : S P E C T O R S H A L L A P P R O V E B A R R I C A D I N G PRIOR T O A N Y W O R K . STANDARD P L A N 6 0 0 G E N E R A L N O T E S A R E I N C O R P O R A T E D B Y R E F E R E N C E . ANY D A M A G E T O T H E S T R E E T L I G H T S Y S T E M A N D O R T R A F F I C S I G N A L S Y S T E M S H A L L B E REPAIRED A N D C O N D U I T A N D C O N D U C T O R S S H A L L B E R E P L A C E D P E R C U R R E N T H U N T I N G D M BEACH S T A N D A R D P L A N S A N D S T A N D A R D S P E C I A L P R O V I S I O N S F O R T H E C O N S T R U C T I O N O F TRAFFIC S I G N A L S A N D L I G H T I N G S Y S T E M S I N T H E c r r Y O F H U N T I N G T O N B E A C H 2 0 0 1 E D I T I O N , REFER T O L A N D S C A P E A R C H I T E C T P L A N S F O R A D D I T I O N A L I N F O R M A T I O N A N D S L E E V I N G THAT M A Y B E R E Q U I R E D . VICINITY M A P SCALE: N O N E UNTINGT HARB PROJECTSUE A N U E - RNER A V E IROFESSia,,, ,tf,-,E3 z,No. 3 1 4 1 7 vim 1 1 - - 1 8 - IVIL 'OFcA0 PACIFICOCEAN REV. D A T E B Y APPVD DATE REVISIONS DESCRIPTION REFERENCES REVIEWED B Y : PLANNING D E P T . REVIEWED B Y : FIRE D E P T . DRAWN B Y : DESIGNED B Y : CHECKED B Y : PREPARED U N D E R T H E S U P E R V I S I O N O F : ASHBA E N G I N E E R S L T D . R.C.E.NO.: 3 1 4 1 7 E X P . DATE: 12-31-18 REVIEWED B Y : DATE HUNTINGTON B E A C H D E P T . O F P U B L I C W O R K S R.C.E. N O . : EXP. D A T E : ISM ‘ 2 1 ' pm CITYOFHUNTINGTONBEACH le&JI D E P A R T M E N T O F P U B L I C W O R K S GRADING G E N E R A L N O T E S DR. & M R S . L A R R Y S E N N 17005SOUTH P A C I F I C A V E . SUNSET B E A C H , C A . Underground Service Alert ,to oRE SP Cal T O L L F R E E 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG AEL 1 0 / 0 6 / 1 7 8 A 1 0 / 0 8 / 1 7 BA DATE SHEET N O . C1 1 O F 7 AEL#8 1 29 CONSTRUCTION S C H E D U L E 0 C O N S T R U C T N E W . . . . E 1 R E n X E 0 PROTECT E X I S T : . . . : 0 R E L C C A T E Description-Std.Detail Curb Curb a n d G u t t e r . : . : i * 2 3 Gutter 4 Concrete P a v e r C-7 Concrete P a v i n g 5 EMA 1205 6 Driveway 7 Concrete W a l k EMA 103 Asphalt C o n c r e t e P a v i n g 8 9 Slot P a v i n g Ramp C u r b 10 APWA 111-2 11 Redwood H e a d e r C-7 12 Tree W e l l N473253.E 54.28' 13 Trench D r a i n 14 Curb D r a i n ts,C-7 15 Parkway D r a i n 16 Wall SEE STRUC. 17 Fence SEE ARCH. 18 Bumper 19 Sign a n d P o s t 20 House C o n n e c f l o n 21 VCP P i p e SEE PLUMB. 22 Saddle o r W y e 23 Clean o u t 24 Clarifier 25 Ughting S e r v i c e 26 Street L i g h t S t d & F d n 27 Pull B o x 28 Conduit & W i r i n g 1.11-1111.1ri'' ' 1 lu mwri. ' 1 IIeSEWER R I S E R ' C i r ' i g 1 1 --..._,'1 i I 1 .ZIN G A R A G E -. I I -''''-•-• S . Srn-,1 — I 6, , - , , - - . - - 't I ' 1--.2.'°'°1ll 'di ;-...--t.16'8?,r;--. I 1 1 Tg E 2 - I • ---q'a . E r i r-I 1 8 1 I 1 + P , (r) 1 \ 1 ' : • 0 — 29 Meter SEE PLUMB. 30 Water S e r d c e B o x 31 Copper P i p e 32 PVC P i p e :p,MENSBATHROOM WOML'S B A T H R O O M 33 DI P i p e 34 Valve & V a l v e B o x 35 FDC a n d P I V 36 Dbl B F P a n d D e t e c t o r C h e c k 37 Fire H y d r a n t 38 Bollard 39 Reduced P r e s s u r e B F P 40 Storm D r a i n C o n n e c t i o n 41 Concrete C o l l a r 42 CI P i p e 43 PVC P i p e SCH 40 44 Local D e p r e s s i o n 45 Filter — H o r i z o n t a l PLANTE12 C-7 46 Drop I n l e t C-7 A 47 Down S p o u t F i l t e r cc-• 7TH STREET7 T N47:32'53E 48 Subdrain 49 Floor D r a i n C-7 50 Gas S e r v i c e & M e t e r SEE PLUMB. 135.70'51 PE P l p e 52 Steel P i p e 53 Pressure R e g u l a t o r 54 Earthquake V a l v e SEE PLUMB.'52 55 Power P o l e SEE ELECT. 56 Telephone P o l e 57 Vent 58 Underground V a u l t Transformer/Switchgear59 60 Building SEE ARCH. 61 Trash E n c l o s u r e 62 Wooden D e c k SEE ARCH.BASIS OF BEARINGS 63 Brick 64 Grade O n l y THE CENTERLINE OF 8TH STREET WHICH BEARS S4733'24"W PER RECORD OF SURVEY RECORDED IN MAP BOOK 98 PAGE 43 65 Clean E a r t h f i l l SEE SOILS 66 Splash B l o c k C-7 67 Jacuzzi BENCHMARK 68 Telephone 69 PowerOCS BENCHMARK 1J-62-83 ELEVATION = 10.687 FEET (NAVD 88) BEING AN OCS 3-3/4" INCH DISK STAMPED"1J-62-83"SET I N M A N H O L E CONCRETE COLAR LOCATED AT THE INTERSECTION OF BROADWAY AND NORTH PACIFIC AVE. 70 Steps SEE ARCH. NOTE: FOR I N F O R M A T I O N O N L Y , RETAINING W A L L S T O B E INSPECTED B Y O T H E R S UNDER S E P A R A T E P E R M I T . SCALEEXISITING CONDITIONS ( FOR REFERENCE ONLY) 1"=10' DEVELOPER/ O W N E R DRAWN B Y : DESIGNED B Y : CHECKED B Y : REBEWED B Y : SOILS E N G I N E E R Underground Service Alert REVISIONS EXISTING C O N D I T I O N S SENNRESIDENCE 17005SOUTHPACIFICAVENUE. SUNSETBEACH,CA SHEETNO. 0cJORT yo REV. DATE BY DESCRIPTION Tr_77„,4,5 Cal TOLL FREE 1-800-422-4133 ASHBAFIRE D E P T . REVIEWED B Y : APPVD C2Exi,tfp7i,8 2 ono( oFiva\S" PREPARED U N D E R M E S U P E R V I S I O N O F : 8129 NGINEERS U M I T E D OW orrec SOX906S3 t=1AN:'1= (562) 4 2 7 - 1 5 0 0 GINEW. 1 M S , PLANNING D E P T . REVIEWED B Y : 2 O F 7 BARBARA A S H B A HUNTINGTON B E A C H D E P T . O F P U B L I C W O R K S R.C.E. N O . : EXP. D A T E : TWOWORKINGDAYSBEFOREYOU DIG R.C.E. N O . : 3 1 4 1 7 E X P . D A T E : 1 2 - 3 1 - 1 8 N4732.53E 84.28'o- - - - - - - - - - I 112 I I I I I 1I Ig3 I I I ,1 1II i I I 110 1I 1I I e l l 1 I i I 7t 1 ' 1 1 I ,,,TI- 1-1.:I "C -,(...) '----,-',,2 1-1--`'-, ......r- c ' (.._.) - • Cl. . 17 G A T E --5-d -"`--..- I--r-,-- :•--: ::::', 0 , , -6--29 3 5 -_-:PIROIECT-SrRVICE 0 I Ii 1 F., 'I --- i " I.11 1 I I . . I 6 - R., nr--- . . = . " •!II 1 Ilil' Il "' 1 ._°1"°'1r---•••••...„' I l ' --....„.I I I , , ----I II .1 CONSTRUCTIONSCHEDULE 0 C O N S T R U C T N K W . , . . . , 0 R E M O V E EaIsr,:.. 0 PROTECT E X I S T I . . “ 3 l i E L O C . A T E _ . _ E X I S T . . . . #Description Sfd.Detail 1 C u r b ..... 2 C u r b a n d G u t t e % i . . . . . .•.• 3 G u t t e r 4 C o n c r e t e P a v e r C-7 E 5 C o n c r e t e P a v i n g EMA 1205 6 D r i v e w a y 7 C o n c r e t e W a l k EMA 103 8 A s p h a l t C o n c r e t e P a v i n g 9 S l o t P a v i n g 10 R a m p C u r b APWA 111-2 11 R e d w o o d H e a d e r C-7 B 12 T r e e W e l l 13Trench D r a i n 14 C u r b D r a i n C-7 D 15 Parkway D r a i n 16 W a l l SEE STRUC. 17 F e n c e SEE ARCH. el N.1 te;Fi, mt I 7I .i -. ' 49 r c g I g ..- , , -c.,,,--4 , z i . '-il 6 g q + ' 6 , gi b ‘i' ' - ' P-,=,-",=j, q-6)2 . \ P.---j ..',5-at ,,,,,_ E 0 F- . P) 2. ---: 18 B u m p e r 19 S i g n a n d P o s t 20 H o u s e C o n n e c t i o n 21 V C P P i p e SEE PLUMB. 22 S a d d l e o r W y e 23 C l e a n o u t 24 C l a r i f i e r 25 L i g h t i n g S e r v i c e 26 S t r e e t L i g h t S t d & F d n 27 P u n B o x 28 C o n d u i t & W i r i n g 29 M e t e r SEE PLUMB. 30 W a t e r S e r v i c e B o x 31 C o p p e r P i p e 32 P V C P i p e k'-,---o%-' . 2 ,7 4. -,•`,"•-•' P 2 z, 1 : I. ' • I • 1 1 x.• -_-i,... ,1, i i ,,'"n, ,,,,.- 7 4 , 3 '''',,,,'4- / e , : , ' ' ' . , Z':' 16 / PLAN7ER °.,E ,,,--...zs,,,•, ,.•<-,, ''s ,,, 'RP,,,I-'3 .2.,2'--,..^, __ ,,...,, `,2-r,. 62 j,'• \*,'S? N \ _ . 4 \ \237N\67 \-s\'--\ - - 4 ' 7 1 \\ \ - • ' ' ' ' ' -ciL.•°.\4 \ \ • ' Izs ,', , ‘`.N \ -- \\R \ 4.•',...\\,1‘ ,--,N . , . \ \I P 4 P A R S U B G R A D E P E l t • .st IRECOMM N D A T I O N S O F TH \ 3 1 62 GEOTEC N I C A L E N G I N E E R \ \ N \ , , , , \ \ \ \ , , ' . . L . ' t,\ \ , \ • m \ .•,,\\„_\ „GATE 17 SI 15-•;- F.•,' ST F E T -^`-2--'O .,c1 .3,7Ter --- SEE S N O T E S FOR R E C O N S C T I O N 1 H O F T H E E X I S T I N S E W E R 1 LATERAL-FIELD E R I F Y LOCAllON A N D N D I I 1 O N . PROTECT E X . G S iEERLVICEFOR E U S E OCATE G . . \\ 1,1•0 E n T - . , M E T E R & I C E R ' ' ' „ U S E . sO • .4\ a t , X.CATV \ \ * ‘ ,L., j OR R E U S E . ' . . . - , . . . " - • J ',...,. - - . . . - . ---- --- .7, - - - ' - - 33 D I P i p e 34 V a l v e & V a l v e B o x 35 F D C a n d P I V 36 D b l B F P a n d D e t e c t o r C h e c k 37 F i r e H y d r a n t 38 B o l l a r d 39 R e d u c e d P r e s s u r e B F P 40 S t o r m D r a i n C o n n e c t i o n 4413 C P : n c c r e p i t e p e C o l l a r 42 C I P i p e SCH 40 44 L o c a l D e p r e s s i o n 45 F i l t e r - H o r i z o n t a l C-7 C 46 D r o p I n l e t C-7 A 47 D o w n S p o u t F i l t e r 48 S u b d r a i n 49 F l o o r D r a l n C-7 F 50 G a s S e r v i c e & M e t e r SEE PLUMB. 51 P E P i p e 52 S t e e l P i p e 53 P r e s s u r e R e g u l a t o r 54 E a r t h q u a k e V a l v e SEE PLUMB. 55 P o w e r P o l e SEE ELECT. / =, I §,., I /,,_._ .-',-,P,A.-r,. - - - - - g .---- ,-,-.,=-,' \ -,,,--,,a, --,z-'", N4732.5.3E .- ,,z, '--?.-', c.fi',i /a- --,,, , ; : . _ '' : j - t : 4 3 ---, -1-o k - 135.70' -- - - - ----...-:.:--- - --7 / / 56 T e l e p h o n e P o l e 57 V e n t 58 U n d e r g r o u n d V a u l t 59 T r a n s f o r m e r / S w i t c h g e a r 60 B u i l d l n g SEE ARCH. 61 T r a s h E n c l o s u r e 62 W o o d e n D e c k SEE ARCH.L. 1 , i , I o C M I z , L - , 63 B r i c k 64 G r a d e O n l y 65 C l e a n E a r t h f i l l SEE SOILS 66 S p l a s h B l o c k C-7 H 67 J a c u z z i 68 T e l e p h o n e 69 P o w e r 70 S t e p s SEE ARCH. NOTE: FOR I N F O R M A T I O N O N L Y , RETAINING W A L L S T O B E INSPECTED B Y O T H E R S UNDER S E P A R A T E P E R M I T . DEMOLITION PLAN A SCALE , Ir=lo. UndergroundService Alert ofoREyo, d' if.)CalkTOLL FREE lp/1-800-422-4133 TWOWORKINGDAYS BEFOREYOU DIG REVISIONS DEVELOPER/ O W N E R SOILS E N G I N E E R REVIEWED B Y : osFEssb, ASHBA 4 , 9 49M ' ' ° * 2 - 7 ( 8129 & 0 / 1 0 / 1 ' A 1-1a82LonioBEACH ' CALIFORNIA 9 0 9 0 9 . ' - A - "'"4:TC:11rx 4..IVII. . 4 e OFC.:1/40s' DRAWN B Y : DEMOLITION]Pl_io N SHEET N O . 3 OF 7 DESIGNED B Y : FIRE D E P T . CHECKED B Y : REV.DATE BY DESCRIPTION APPVD SENNRESIDENCE —C3 17005SOUTHPACIFICAVENUE. SUNSETBEACH,CA REVIEWED B Y : PREPARED U N D E R T H E S U P E R V I S I O N O F : BARBARA A S H B A R.C.E. N O . : 3 1 4 1 7 E X P . D A T E 1 2 - 3 1 - 1 8 REVIEWED B Y : HUNTINGTON B E A C H D E P T . O F V A L . W O R K S R.C.E. N O . : _ E X P . D A T E : BLDG60 I4IWALLDEIML16 #4CONT.AT16" r _ , #4AT16"VERT.I ' 8" C M U SOUDGROUT1 1 q 1-1 1 • 1 L.IMATCHEX.B.O.F 12°I CONSTRUCTION S C H E D U L E 0 CONSTRUCT N E W . . , E l R E M O V E E X I S T , - ...-0 PROTECT E X l i f . . . . : n kELOCATE : E X I S T . . . . #Description Std.Detail 1 C u r b ••_ 2 C u r b a n d G u f f e ; , • • : i * , - . . . . _ : 3 G u t t e r 4 C o n c r e t e P a v e r C-7 E 5 Concrete P a v i n g EMA 1205 6 D r i v e w a y 7 C o n c r e t e W a l k EMA 103 8 A s p h a l t C o n c r e t e P a v i n g WALL D E T A I L S.CALE,4A 9 S l o f P a v i n g 1 = 2 0 10 R a m p C u r b APWA 111-2 THICKENED 11 10 -;',..' :•_.• In :I- DGE L--"1 N47 ' 3 2 ' 5 3 " E 84.28' l I ..,,,,1, -47,1'1'6 20'-9"il F , 5 5 ' - 3 " N , , m + 6 ? ,.. 6 = ,':1,:, ' 'i*T LIMI t O F P, ...... B E A R I N G D I S T . ,---.,-",--•GRA G / P E R M I T 16 SEE 16 a ' - > AT rs.I ''' 4 <" :,-7 .0-4T 2 . T . 3 1 . . . . . 0 6 7 — 6 1 . 8 . ,T 9 ' , 3 ,l," ' • • I . i - n 1 . <, . . . 1 , ; , , , • °4P ,P0 1 ' ''',i,,,, pr-,- 9 AREA D R A I N S c'-) 1,3,•TYP. 0 4 , " i l . w , y , 1112 ' ' ) ..ts.,4,..,, . = _ . 2 , ''.. -7 , r - , , ' , 5 ' I 2 4AEE T A I L R 0 . 4 8 ' '4,, u 4,4 77.1.v:,..9,,,,,— __1-r ,--• <'z,1e Is cP .1-'1:0 ' ' ' i f ' 4 , : 7,1 A.'• ° Q . 4,1c., I n t ° ;2._2-4.= ' , . . .z,.,,,,,, <4 , 2 . ,-. 'i '- „. 1 ,. II • : 1 p G R E , Lij qC C.) --:-.'e----. 1-1-L''' (-) s< CI_3.00 1 6 . in - . r--.; AGfcr I I I F, •I I 1 I IL,.,,---.,,,...-_,,,,. 1 F . - • ,..R4.4.r ...... ci ........„,.... • I. II I , 1 1 '4'-',, ' 7,, r--...,.'1,A --,....,,2 . --- . . . , , 11 E b LI R. S BATHROOM BATHROOA 11 R e d w o o d H e a d e r C-7 B 12 T r e e W e l l 13 T r e n c h D r a i n 14 C u r b D r a i n C-7 D 15 P a r k w a y D r a i n 16 W a l l SEE STRUC. 17 F e n c e SEE ARCH. 18 B u m p e r 19 S i g n a n d P o s t 20 H o u s e C o n n e c t i o n 21 V C P P i p e SEE PLUMB. 22 S a d d l e o r W y e 23 C l e a n o u f 24 C l a r i f i e r 25 U g h t i n g S e r v i c e 26 S t r e e t L i g h t S t d & F d n 27 P u l l B o x 28 C o n d u i t & W i r i n g 29 M e t e r SEE PLUMB. 30 W a t e r S e r v i c e B o x 31 C o p p e r P i p e 32 P V C P i p e 33 D I P i p e 34 V a l v e 8c Valve B o x 35 F D C a n d P I V GR D I N G / VERED1 "6--,, - - - • ,RB M I T 312 P O O L g GARAGE i l RP it L ' G 12.20FF 7,-,.'r.'.,,,.-•Zs 011 ; 1 ± '',.- ,II • VIOME,I'S 36 D b l B F P a n d D e f e c t o r C h e c k 37 F i r e H y d r a n t . -BOTTOM . 13.12 -..10.7PAD- : 4 2 4-1.00 I1 P - I i1Lt lz l. I- ' .2 I I \ OlUZFAL,=.'. -j3 •T ,,,,-0, \Li a -rep.s !,,,,,,,,,;1$16 , e . . t f . , . /4 ,, 6 5 1 4 5 . 0 . 2 , •I.- . 4 . . ; 1 7 ‹ , <<"iSC)1PI : ‘ ? 6 '°. q , < i ' : . .. 1 / 1 3 . 0 0 4 S ' 3 2 3 W 8 1 . 3 4 v -....'14.12 F 1 4 . 1 3 1354 F S F G 2R05 4 1Z47 , . . , . FL ,.PLANTER WDDECK W D D WODECK --.N-, ' R 4 I .-,.,-,. ...„.%,.. - 1 65 - - - ` - ' 4 „ . . 4 , 2 ' . N 81e .4? • ' ' , , ; . % Z DE K <. . . . . . . . . 70 A c b 1350 F S A ,----)v).- lis Z A e / , . [6° ,,,, .2 _ , , \ \ \ \ \ ' A I M \ - ' - \ \ \ \A 'e L. ---N 6‘-'4 \,. N\-,,, 4 "..........,....,..,......._ 38 B o l l a r d 39 R e d u c e d P r e s s u r e B F P 40 S t o r m D r a i n C o n n e c t i o n 41 Concmte C o l l a r 42 C I P i p e 43 P V C P i p e SCH 40 44 Local D e p r e s s i o n 45 F i l t e r - H o r i z o n t a l C-7 C 46 D r o p I n l e t C-7 A In.—SE 6 7 11.97FL / 7 . 1 0 I N E X --F,__,T.:Ri iz / -,-,-, _'• ___,,,, ----,/„...-- , . . , . . , , , - - — ..., , - . : • - - - - - - / I/ i/ / / i t °/4"----___ '_..H, i--,, Spout F i l t e r ' -.'12.37 FL `.' ', -,, i i , ,,' ! , 2 -,-,:Ei .L2,2 L e.i 4 7 Ti4' Ln_TS O F or',11)ING/PERMIT _STREE7-0.1 _.., -.'I .'a I 17-6"48 S u b d r a i n 49 F l o o r D r a i n C-7 F 50 G a s S e r v i c e & Meter SEE PLUMB. 51 P E P i p e / ,-,2:.:1• /4.:11 20.-9" .-;‘,' -r,,,,-,-,N4732'53T ,---,.55'-3" /-'1-''7,tit,NPT,:.;g a ' h i ...,,:_,_ Eli ,____7.=P k--,-;, ___:= -,17:-. ,,,,-', -,-,d',21- 5' 7 - r =/11 7--,-;..-1--J-,, I I d I—,-Pl l FA ' --.. -.1 ,..33 135.70 • a ',."- 52 S t e e l Pipe 53 P r e s s u r e R e g u l a t o r 54 E a r t h q u a k e V a l v e SEE PLUMB. 55 P o w e r P o l e SEE ELECT. 56 T e l e p h o n e P o l e 57 V e n t 58 U n d e r g r o u n d V a u l t 59 Transformer/Switchgear 60 B u i l d i n g SEE ARCH. 61 T r a s h E n c l o s u r e 62 W o o d e n D e c k SEE ARCH. 63 B r i c k 64 G r a d e O n l y 65 C l e a n E a r t h f i l l SEE SOILS 66 S p l a s h B l o c k C-7 H 67 J a c u z z i 68 T e l e p h o n e 69 P o w e r 70 S t e p s SEE ARCH. - PRECISE GRADING PLAN (p.1 SCALE 1 Underground Service Alert 500RE ytt, .>' CY Cat TOLL FREE /1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG REVISIONS DEVELOPER/ O W N E R SOILS E N G I N E E R --BY : —FIREDEP, offEss,, ASH_BA g 40A J Avst,e. 8129 g 0 / 1 0 / 1 -A :::=TegIgg w u t i t ; f 1 A 1 Z 1 8 I-0 N O B E A C H CALIFORNIA 9 0 8 0 0 (741V.XT.7:.4°°Leii;.gviL' 'a-CO DRAWNBY: PRECISE G R A D I N G P L A N SHEET N O . 4 OF 7 DESIGNEDBY: CHECKED6, REV.DATE BY DESCRIPTION APPYD SENNRESIDENCE 'C4 17005SOUTHPACIFICAVENUE. SUNSETBEACH,CA REviEWEDBY: PLANNINGDEPT. PREPAREDUNDERThIESUPERVISIONOF: BARBARAASHBA R.C.E. N O . : 3 1 4 1 7 E X P . D A T E : 12-31-18 REVIEWEDBY: HUNTINGTONBEACHDEPT.OF P U B U C W O R K S R.C.E.NO.:EX, D A T E : Fl 'i20 R DR I N 4 6 4 1 4 HORIZ. 4 6 6'43 = . 0 0 5 4 6 c ' .-.4..%4).N`,sry.12.° ..%..--0 .-----c- 66 • R . 43 6 6 49 S=.005 ,..ciitoo 6 6 66• r ,:,?._,,__ 613.24FF Ckf 6 6 R 4 . 9 ] e,,s "-,... - ,-, . 14 T s r , , ... zs I I o c . , E c . o E I -,TI :1 q9 1 1 ' I . . 1 ' { I —„,1 _ I • Ll-i 1 'C:C C.) ....... LL_ (..) - " ‹ C a. 12.80 G ' Al2.00INV. • 11_siFik_ 23 "14 • F, . 1 . I 1 ' 0 E ., - " - • 80 s / CONSTRUCTION S C H E D U L E 0 C O N S T R U C T N E V / . . . - J D 1 O V E . E X I S 1 . . 0 P R O T E C T E X I S T . . . . : Z.1.1414,6ATC E X I S T - - #Description Std.Detail 1 C u r b ;et 1 . - .." 2 C u r b a n d G u l t e r " • . , i : . , , ... 3 G u t t e r 4 C o n c r e t e P a v e r C-7 E 8 C o n c r e t e P a v i n g EMA 1205 6 D r i v e w a y 7 C o n c r e t e W a l k EMA 103 8 A s p h a l t C o n c r e f e P a v i n g 9 S l o t P a v i n g 10 R a m p C u r b APWA 111-2 11 R e d w o o d H e a d e r C-7 B 12 T r e e W e l l 13 T r e n c h D r a i n 14 C u r b D r a i n C-7 D 15 P a r k w a y D r a i n 16 W a l l SEE STRUC. 17 F e n c e SEE ARCH. 18 B u m p e r 19 S i g n a n d P o s t 20 H o u s e C o n n e c f l o n 21 V C P P i p e SEE PLUMB. 22 S a d d l e o r W y e 23 C l e a n o u t 24 C l a r i f i e r 25 L i g h t i n g S e r v i c e 26 S t r e e t L i g h t S t d & F d n 27 P u l l B o x 28 C o n d u i t & W r i n g 29 M e t e r SEE PLUMB. 30 W a f e r S e r v i c e B o x 31 C o p p e r P i p e 32 P V C P i p e 33 D I P i p e COVERED POOL ',..=i ,! I , - - , - - - , 1 2 , , --,7-1v-iii I - - - ' rci .. . . . . . . . , . . . I I 0 34 V a l v e & V a l v e B o x O,., --_-,:43 T y p . 24 /PC), ! o > 0,40, 1igrrNv .. z . "8.R c p . . . ‘ 4 - - :b9CLAMER ao_ 66 66 66 66 7TH S T R E E T Q I I (/) -n--,K.•, ••-imf,,,,, . , , , , , , , 29 66 35 F D C a n d M V 36 D b l B F P a n d D e f e c t o r C h e c k 37 F i r e H y d r a n t 38 B o l l a r d 39 R e d u c e d P r e s s u r e B F P 40 S t o r m D r a i n C o n n e c t i o n 41 C o n c r e t e C o l l a r 42 C I P i p e 43 P V C P i p e SCH 40 44 L o c a l D e p r e s s i o n 45 F i l t e r - H o r i z o n t a l C-7 C 46 D r o p i n l e t C-7 A 47 D o w n S p o u t F i l t e r 48 S u b d r a i n "I a r-PA zviill RR el .1 I I 49 F l o o r D r a i n C-7 F 50 G a s S e r v i c e & M e t e r SEE PLUMB. 51 P E P i p e 52 S t e e l P i p e Pressure R e g u l a t o r 54 E a r t h q u a k e V a l v e SEE PLUMB. 55 P o w e r P o l e SEE ELECT. 56 T e l e p h o n e P o l e 57 V e n t 58 U n d e r g r o u n d V a u l t 59 T r a n s f o r m e r / S w I t c h g e a r 60 B u i l d i n g SEE ARCH. 61 T r a s h E n c l o s u r e 62 W o o d e n D e c k SEE ARCH. 63 B r i c k 64 G r a d e O n l y 65 C l e a n E a r t h f i l l SEE SOILS 66 S p l a s h B l o c k C-7 H 67 J a c u z z i 68 T e l e p h o n e 69 P o w e r 70 S t e p s SEE ARCH. DRAINAGE PLAN (plSCALE1 I1-.10. Underground Service Alert „§„FORE y-06 .:1 %Cat TOLL FREE , 1-800-422-41331, TWO WORKING DAYS BEFORE YOU DIG REVISIONS DEVELOPER/ O W N E R SOILSENGINEERREVIEWED B Y : FRE D E P T . 10 F E S S / 0 , ASHBA gee"4'‘,7(8129 g 0 / 1 0 1 1 % Zgitigreolilif2 E P t P l 1 1 1 8 LONG B E A C H CAUFORNIA 9 0 6 0 9 ,-* (562) OM 427-1500 MI6 10.10.17 '16"4 DRAWN B Y : DRAINAGE P L A N SHEET NO. C5 5 OF 7 DESIGNED B Y : CHECKED B Y : REV.DATE BY DESCRIPTON APPVD SENNRESIDENCE 17005SOUTHPACIFICAVENUE. SUNSETBEACH,CA REVIEVVED B Y : PLANNING D E P T . PREPARED U N D E R T H E S U P E R V I S I O N O F : BARBARA A S H B A R.C.E. N O . : 3 1 4 1 7 E X P . D A T E : 1 2 - 3 1 - 1 8 REVIEWED B Y : HUNTINGTON B E A C H D E P T . O F P U B L I C W O R K S R.C.E. N O . : EXP. D A T E : BPAP'S CONSTRUCTION S C H E D U L E 0 C O N S T R U C T i f y , . . . 1 : 1 - R p O Y E f X I S T . : . . . 0 PROTECTEXIST...i 1 0 . 1 0 6 A T E ; D I S T . — #Description Std.Detail • n Ill bl -,-- — — — M-8 1 —1 I WM-3 , WM-4 I WM-9 I SE-8 — — , — — — — — — 0 - - . . 4 S E W E R R I S E R 1 GARAGE WE-1 NS-2cr , NS-12 ==1,,, g— WM-2 +-_,--,, ,I- 2 ':., SB B 1 3 - K'..j M ,,, o SE-8 N, Pi S sn, , ., SE-3 ... -I rn-1 I, 0 iII II iQ l i1 I, I. Ti — IilI I I 11 IlII I I I 12 I I 1 I. — L.ixcn +. TO B E I N P L A C E O C T . 1 5 — A P R I L 1 5 . EC-1 S C H E D U L I N G SE-3 S E D I M E N T T R A P SE-7 S T R E E T S W E E P I N G V A C U U M I N G SE-8 S A N D B A G B A R R I E R SE-10 I N L E T P R O T E C T I O N WE-1 W I N D E R O S I O N TC-1 S T A B I L I Z E D C O N T R U C T . E N T R A N C E TC-3 E N T R A N C E / O U T L E T T I R E W A S H NS-2 D E W A T E R I N G O P E R A T I O N S NS-3 P A V I N G A N D G R A D I N G O P E R A T I O N S NS-12 C O N C R E T E C U R I N G NS-13 C O N C R E T E F I N I S H I N G WM-1 M A T E R I A L D E L I V E R Y & S T O R A G E WM-2 M A T E R I A L U S E WM-3 S T O C K P I L E M A N A G E M E N T WM-4 S P I L L P R E V E N T I O N & C O N T R O L WM-5 S O L I D W A S T E M A N A G E M E N T WM-8 C O N C R E T E W A S T E M A N A G E M E N T 0 i WM-9 S A N I T A R Y / S E P T I C W A S T E M A N A G E M E N T ....._ L.. --- (..) 'GZ 4"/PVC P I P E :I.:'4 (1..I is"I32"MIN.111N. SANDBAGS WOVENFABRCSANDBAGFILLED 1 R O W H I G H WITHCOURSESAND-MIN.WEIGHT40 L B S . r''''SANDBAGS §:.),‘,1.......2 R O W S H I G H 0 (r) 1 C u r b 2 C u r b a n d G u t t e r . = ' ' 3 G u t t e r 4 C o n c r e t e P a v e r C-7 E 5 C o n c r e t e P a v i n g EMA 1205 6 D r i v e w a y 7 C o n c r e t e W a l k EMA 103 8 A s p h a l t C o n c r e t e P a v i n g 9 S l o t P a v i n g 10 R a m p C u r b APWA 111-2 11 R e d w o o d H e a d e r BC-7 12 T r e e W e l l 13 T r e n c h D r a i n 14 C u r b D r a i n C-7 D 15 P a r k w a y D r a i n 16 W a l l SEE STRUC. 17 F e n c e SEE ARCH. 18 B u m p e r 19 S i g n a n d P o s t 20 H o u s e C o n n e c t i o n 21 V C P P i p e SEE PLUMB. 22 S a d d l e o r W y e 23 C l e a n o u t 24 C l a r i f i e r 25 L i g h t i n g S e r v i c e 26 S t r e e t L i g h t S t d & F d n 27 P u l l B o x 28 C o n d u i t & W i r i n g 29 M e t e r SEE PLUMB. 30 W a t e r S e r v i c e B o x 31 C o p p e r P i p e 32 P V C P i p e 33 D I P i p e 34 V a l v e & V a l v e B o x 35 F D C a n d P I V 36 D b l B F P a n d D e t e c t o r C h e c k 37 F i r e H y d r a n t 38 B o l l a r d 39 R e d u c e d P r e s s u r e B F P 40 S t o r m D r a i n C o n n e c t i o n 41 C o n c r e t e C o l l a r 42 C I P i p e 43 P V C P i p e SCH 40WM-5 I I 44 L o c a l D e p r e s s i o n PLANTER SE-7 7TH STREET L 45 F i l t e r — H o r i z o n t a l C-7 C 46 D r o p I n l e t C-7 A 47 D o w n S p o u t F i l t e r 48 S u b d r a i n 49 F l o o r D r a i n C-7 F kip a !..4.OH - 50 G . S e r v l c e & M e t e r SEE PLUMB. 51 P E P i p e 52 S t e e l P i p e 53 P r e s s u r e R e g u l a t o r 54 E a r t h q u a k e V a l v e SEE PLUMB. 55 P o w e r P o l e SEE ELECT. 56 T e l e p h o n e P o l e 57 V e n t 58 U n d e r g r o u n d V a u l t 59 T r a n s f o r m e r / S w i t c h g e a r 60 B u i l d i n g SEE ARCH. 61 T r a s h E n c l o s u r e 62 W o o d e n D e c k SEE ARCH. 63 B r i c k 64 G r a d e O n l y 65 C l e a n E a r t h f i l l SEE SOILS 66 S p l a s h B l o c k C-7 H 67 J a c u z z i 68 T e l e p h o n e 69 P o w e r 70 S t e p s SEE ARCH. EROSION & SEDIMENT CONTROL PLAN (ECP) (plSCALE1 I1-.10' Underground Service Alert 4.5 ORE yo, e cif„,,,Cat TOLL FREE 1-800-422-4133II/ TWO WORKING DAYS BEFORE YOU DIG REVISIONS DEVELOPER/ O W N E R SOILS E N G I N E E R REVIEWED B Y : FIRE D E P T . 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Pratiod Pei No. Descr:prkin Color or. 13,4 am Speataikert soa 9" x 9' C.ztzt,B.avr.2.044,9.Ilad4 4 3.03 13,40 YIDSM.I03,or 49004. 9094 9'9 9' Catch Basin 4-cc.nin e,..,,4 4 2.00 IONS 9' Lt9' Tapend Cath ea... R,,,,,ires Ow .12c6. XV.,2.911.143,,1215 or $I203 Li.,...-..saiOuvottor,adi Ooc,ing.(S4apAt;24) 2 !,,',,, S I ',...''PAINT ALL INLET WITH PIPE PER PLAN FROMROOFDRAIN DOWNSPOUTOR S.D. SYSTEM \IL__ 4__IL,/ 2 - 'Lb': N.3,os 3"414" ' 1 Y2" 1y2" CHRISTY M5OSPB1 . MAKE SUBMITTAL APPROX. SHIPPINGCODE ITEM WEIGHT DESCRIPTION M5OSPB1 SPLASH 51 12"X 12" SPLASHBLOCK,REINFORCEDCONCRETE SLOPE2%MIN.14" -----1--- _ if CASTIRONPIPE •Li ALHAMBRAFDRY. // COORDINATEWITHTHE BUILDING DRMNSFORSIZE, LOCATIONAND - ELEVATION. N !Ili STENCIL BLUE. 41 IOC) DROPINLET SCALE CURBDRAINDETAIL SCALE SCALE SPLASHBLOCK SCALE N.T.S.N.T.S.N.T.S.N.T.S. = c .I \ ..— FINISH I =..—..-- GRADE\ w , . • ''' . I 6" C 4 2"x 6" REDWOODHEADER A.C. PAVEMENT * °FAO :. 1 2"x 4" REDWOODSTAKES 18" LONG© 4'-0" O.C. MAX. SF - RIMAGREY4°0 DRWY 1/2" SPACINGMAX 1" SANDBEDDING 8° CRUSHEDAGGREGATEBASE0 95% RELATIVEDENSITY 12° SUBGRADE0 90% RELATIVEDENSITY OVERMIRAFI140N OR EQUAL :',' ,,°.°°:*9,1,°%:?°°... ;:',,°?,,,,%!!'° `.0°.°0°. o 2 . ,,? . 0 .0. .0.l. SECTION R/W PL S VE,-- 28.00 ND-Ft0OR 24.00 SHOWN-F-OR-GLART 4. —120.00 -ARM,6.00 'RIVEWA- 12.00 I I REDWOODHEADER SCALE CONCRETEPAVER SCALE SECTION1 A sic.AL8E, N.T.S.N.T.S. _ 9 :, r.s..,....,...G,,.. . q ,P8 ' .$1,41,41C,i, rS:11:7118ras.,.., u S.:410:,t ibqrs s".. . F., 1 ,..,....0,7Fm.s„ .a.,e,,, JO,. vii...,,, tips v,, P ; a,01,,,,,, 1 I IR/W PL 32.DO — 28.00 -ECOND-Ft0Oft-NOTTIDUIFOR..,_ ,REM's Horizontal Drain Cart Age -•.-...-, ..:1....24.D0 i• -TREET 20.00 I_ ' '...—' Not, - 18.00 1--VW b EmBEDmIN.91 .- -•";;;..:-.:',-.'J, . ... -—.,..,•REMInc: — . . . ; . .. . • ... . -FILTERHORIZONTAL SCALE C FLOORDRAIN SCALE SECTION2 SCALE 2 N.T.S.N.T.S. Underground Service Alert -cSORE k ,' 'Cat TOLL FREE mil.1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG REVISIONS DEVELOPER/ OWNER SOILS ENGINEER REVIEED BY FIREDEPT orEssia,,_ ASHDA "e5" 4s*.7 8129 L.,olioli -A .011=ES.L,181.11T9 )2 4g; 34417,8 2 le.Lrg....7,Est=a1.C.4,'.A. •••*— 062) 427-11500 ‘..V ' ..Zi. ISSUEBM 10.10.17 1),... CiV „,,,R. 'OF CAI-\i'. DRAWNBY: CONSTRUCTION DETAILS SHEET NO. C7 7 OF 7 DESIGNEDBY: CHECKEDBY: REV.DATE DESCRIPTION A 'VD SENNRESIDENCE 17005SOUTHPACIFICAVENUE. SUNSETBEACH,CA REVIEWEDBY PLANNINGDEPT. PREPAREDUNDERTHE SUPER SIONOF: BARBARAASH. R.C.E. NO.: 31417 EXP. DATE: 12-31-18 REVIEWEDBY HUNTINGTONBEACHDEPT.OF PUBLICWORKS R.C.E.NO.: EX.. DATE: