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U- tD -Fl, t) z w z I- W q x < or-' O 0 0:: -IN w M U- � < fj L F- (10 -i U- �- - - - r (f) W UJ x n -� w Lajj- 0 w (n M < Z 0 , 1- L n z M - �� - C1 CL 0 z 1 3;: - 0- C) W z L� F- C> 0 1--. :,Zz < V) �:: 0 Ld "�t < in 0 W g LLJ - z P: Y) Ljj , u 0 M W 0 0 (n- (/) < ( � -F V) M :F 0 O 7-1 -) (If V) �> r Q a 0 0 a 0 _j Z Z in C) W [1) Q� Q) < - - F- Z (:) w ?�; -J in 9 9 -i — CL 3:: JS 0 C5 z 0 �- 0 CL p-- Z 0 W 0 a . w w '7-11 0 M Z - f- -j < --i uj in w in Q:� jE x D co w cy- C� in w < =� O Q W in W 0 - 0�: 0 w -j 0 0 -.1 -d �= - - < a� - -o 0- < < -j Q R) o P= 0 k/i n , L.Li �- ,.� i z t L'i r � U-j w - w u -j ?�- Z r') , I.- �i:: z (L 0 :2 w Z: z < < sz w I F-- < , n 0 < w (10 - F- a- 4 (-) < M < - p (-> �,: -J F- 0 9 -j I.L.1 W 0 V) in � Q LL- . i� V) M 05 = �� M in le N �- 0 < (n . "i = c:, 0 - < 0 - x Z M V) Q U) V) in -j iR w 9 >- C:, Q� uj M w z Q -I- M �- -j c� 0 I fm w uj o I= w w (n 0 :-j < 0 w w z < - 0 %Moor in -j o< § w 0 ?P; CL CE -r n a- 0 U) - b �< > z = -� in v< In V) 0 ui i V) = - 1-� z 1� 1-- 0 < I-- < 71 < w (n �- Q- 0 < =) K, W ::� i-- U) x Z: z F- - u 2: < Z �- , CD Ez p 7, W = 3:: U5 0 w y W ',, o 0 a- = c,� Mn o MW to 0 :D < IS M in - < 0 r-1 0 , V) Z: w -0 �U- U M = . I--. = 1�1 ,-.-, Z: (f) _j C) = o - 0 in => 0 (n 0 womw 37 ck� -J W U- z :D < in 0 - z p 3: = T �= 7- u-j -j =), z n �: (n [� < -j c-, o q -J =) �: C5 cr-- w LL- .�.j in F- _j z < -i r) -j U- 18- w -'* Z Lo 0 0 in x =:) - u z __j C) Q - w :D 0 � <8 I.- 0;� CL �, 0 0 w F :� z < i W - M a cr- LLI 1: 0 - Z w 0 W :z < V) ,; �3 0 X -� o FF- t� 0 M n C) . w rj:� 0 !w w LL- Q E (7) _j LL- I.- 0 0 2 - (W zz� r-L �� - < P< w w -i w P� x 0 0 w I 03 < in in z 0 �� ui I ffi C-4 w -j -r in � in cn =� F- w = = (=) =) -� C-) =D -� Ui => �r 0 0 M: 0 1 � =) �� -� U- n Q- = in �, (1) V) < :4 M =:) 0 U) < V) 0 C) in w < a- ,:R �, U) t� 0 M '(f) �- �— (n im < co (/1) (-1) 0 L) t7) < < V) w F.- M = - U-1 coiE < < =) < ta- . z . C-� ri 4 1.6 (.6 1-1: 06 0; � z I r') 0 . uj . �� -j z - LLJ Z: 9 z Z: LAJ I U) M 2 0 U) Z� cr- __j cr- ZI V) M cr-, -4c w QD LLJ -j Ld I , = w (/j M M o LLJ :z 0 (n = �- Z X LJ < �� LLJ L..., C1 , M >- F- ry .-- C) X z Ld 0 > z - Q O * . n - V) -r < in =: = x of (D M in Z: :z 0 ( >- - Z-1 �-- Q uj I. -j M Z: V) w Z =) 0 Q LLJ Z < w r') M �-c CD -4, - M - �- < �5 Z � cr- 0 0 < in - -j = (/) 3: a) - V) (/) < 0 C, C) V) P- I - i III -j in z f-- < W a (") 9 - In ,< cn (n -j uj o C) 11� i.- X 117:) :;;, w z F: (/) < U5 !R - 0 L,Lj 0 0:: M = �5 ck t:j -i < a' x -i = u 0 ui u- Q in U3 Q 5; ::� r, 0 :2 C.,� 0 = 7: LLJ LLI LLJ - cr- 0 �- X (Q < M �- CL C) w - CO -i = 0 LLJ � u w � 8 ck� (n U Uj C:j = LJ i�E O-) ux LA.. U-J -< Q- - M x Z: �-D (/) U-1 =) �- w * .j L, Q M Q -1 (-) = o z V) - �- a LIJ UJ X X �> QD U Z Q z uj z > in CK: =) n - LLJ . R cl, - x - in CL cl Z a- V) 1AJ - --tz d5 < C) (-) q <1 M 2: (7) - CO �- U) < § 3t: . 0 ui r M Z - 0 � = SO M i-- (-) �- :< < (-) W Q - U3 0 z 0 < Z ;N t,j in �� in - n Cr) - Z: �- => 2�: x � w �� uxj M LL- < (n 0 < V) z - I= 0 - j Of tot V) z Cl �F Z 1---- - U) 0- 0 LU z (n :z = ui 8 w LLJ Q 0 U- 8 iL in w LAJ Uj C-) uj F- -j 0 z Q M -S 3-- 5 in - LAJ 0 z 0 0 P - z - � 0 0 Fo (/) CL r'i W �� L, n -r 0 f-- p= p I*- C/) �,- . (n , n LAJ t'- z = > 0 P: U) C) 10 8 0 , (D �4 ui 0 :--j 0 0 < jE 6 i ox- LLJ 8 (7) >< :: 00 j M =) w z - ck� f- O z M �- U), M =: < x z F w -j C�) �- n- L,J < < 0 M ui > 0 �<- in :2 uj :2 V) F- (/) � Z - U') Z: �?- -i ULJ um 0 1 M LLJ -i - - <.) M z (,) LLI =) U- (/) 0 -3 ,< - M z F- ffi (n LLJ Ld _ iE I r 3t: a_ X n C) in :� w _ z �� L'i i<1 u ry >- O 2'- L a- Z M z => �- < 03 -� < . V) M :F X LLJ LLJ X 0 0 > F- x ry < < - >- M - - -j -.;, LLJ 1-- 0 . LLJ -j Cf) Es ui � �5;; :M 8 F- f ui 5 � 0 =) :Z. 0 LL-1 x = -j < U-) o (/) M a in �- A 0 U) '-i-- I=- - Z: = � U- < cn (.f) - ct- Uj lk� 1:1 p _ U- (3 -, Q� Q:: . 0 V) < CI -3 V) LLJ �— Z: E- = 3:: M Fo- 0 O = C) z n Gj o 0 (.:, LAJ < - - --I Lu Z in in 0:� w F- i� =. -r �Q -j f-- uj 0 V) O LLJ M 5: LIJ in � - -- LLI ('r) W C) -:� C) �Lj (j, 0 0 z - . t7j �- cr- u- a- 0 in a-, < < * - </) 0 0 X z 3:: 0 0 E ,:.i 2n u- Z - - Lu OwAlk I Ld < w V) - W L'i Ui cv- U.J uj (/) 0 IT: ai 0:� :;?- C-) _j I � M W - < . 7 CC) - UJ M �- IF 2 < 0 U- -, uj >-, 0 ) -� -j < in 0:: F- p CE (n M F- (/) LJ O Lu L,.j Z: V) u - = - U.j M Ld �� Naw uj w Li 0 0 C.L �g x R � 0 CL �- o- ry z w Q r-) Z: - 0 -J < 0 0 LU R < LJ L.LJ a- U 0 x- w C) < M LL. (1) -i 0 m C) F- U.1 z - < jE z V) W 0 UJ -j -i � :D (n M: �c uj 7 0 z V) w - � :D Ld ') AJ z 0 z < 0:: �2 < UJ - < �o- [�� 2 z u w F- Z 1-- - � _j W - 0 C 0 Z L C) C) _j de. ��: �,: , 1-- M 0 0 w Q� -j V) 0 = (1) -1 < < I-- U- - 0 2 ui p g I w :r =) < z Z in x a- 6 U-1 z ;!F ,Z, i,- 0 E LA- 8 ,=� CL F5 x U- F. M U) - 0 (/) �- uj o n X =) 0 LU LL- L, in ;� = (Y Z: - Z� M z o U-) � I.- 0 a. Z: i'D U.1 - _ Q 0 �- 15: C:� 0 u zi a CO 0 0 P �2 z Z z Lu L.L- 1-- w t Q 0 =) z (n Q - (q C) uj ---,� z 0 = = CL 0 z 0 0 < W 0 ;> 71 0 I.- ]� => 0 0 x P cl:f in co Z: 0 >:- < w - P X ��r - a -, < 0 -:� �41 = C:) < w 0 U.J u: w M u 7 in < 0 =) . V) Ea I Uj V) =) U-1 0 uj w CD 2-- O -ic = X - u w 0 �- 0 0 in -j z < o r,j u V) �< uj (n z U") 0 0 1.1- Z =) - i� CL W W (/i �> ZD - .j < Z: �- . . cr, 0 w = (D �-- < (n , V) X >- a_ ui - =) Li- >- >- �- - uj Q�� C6 "I Lu o :z 0 < 7- �< (�) U') C14 Cc' Q� M = .&* >- � (/) m 8 - o 0 cr- U) cy- Q W cr- - V) z LD r -. a 0 W -J I- 111:z P� 0 u c! uj z C) U-1 cr- =; (/) 0 in M = M CD Z Z: F- -< 0 z M ::� ]� t� pi - ul PE R M = 0 CY 2 X 0 (n cn UJ 0 O 8 3:: z = - -j M (n <:, cl F? �� < x 5; r 0 Q UJ M ui t5 �� Li- :z R� ui - 2-1 �- m M =) z a_ in 0 U=j w --i 0 0 z < o in 0 �E C:) < ui 0 0 w n 0 Z 0 w - C/) 0 (10 (/) Q:� 0 z - < r 0 < z Cl 0 �- uj CY 0 0 ffi uj M V) C) 5: F Z: �� 8 = = Ld X L- < I= M U-� . M M = 0 Cj-' w if I X I-- cr- M >- - < =) z >- - U.j x (/) --j �! 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Z: LU --I �9: 0 = C) - 0 :D =� Z: - , w ,:;, = = ui LU 0 Q W -j - T- �(n 0 C5 LU , � , ,-) " r, cc- ui < 0�: = CM C�j X :D , ,F- < a- w C) M 0 C-) (n M UJ ?� :4 0 ui w ui 3!: �5 U- iE CK, C.1 , 0 cr (D LU (n = < (D LU V) a: in w cr- E cn Lu --j --i = M - w w u < M M M � "J (/) C> M = E �- E a-- � 9 �- ,= �- - (/5 *- 2 M = < I<-- = CD Pp �E Fn < :D tT) M '-, ��; co < � M �- :5; C) F- �= PJ M , �-, w - 0 M c, < CD x 6� C-) , � >� M w -,; = , �r. E - M 0 R ui in =1 M - :E 0 -j U- �E 01-1 w M U- U- 9 LL- > IFF, I w ?P Cx z 7- 0:: < F z a- CL z R 8 x w w to Li- z Z: 0 z 6 Lu 0 (n U.1 z in W = Ul 0 in 0 (n Z: -- -� in Z -r - -j 0 .- 0 1� 8 0 U) 0 LI) < 0 w 0 < in 0 I, � C? � I- Z: �> 3-- o (n (-) M < .,:t in 5 in i.- Q u < z - �- I * . %moo ,-: C-4 vi 4 ui 6 !--� 06 M 6 1 � cl� t-i 4 ui I - - - - - M U^) :: z 2=� . C14 < w . . - � V) 2 §:j -. : ". : - - - w I 0 n C14 - , C14 C-4 - - < x - --� ^. in 0 L6 - it rD C,O 0 0 C) i.0 I 0 0 �- L., 114- j 0 4E� r4im w - Ld . U.1 - in a_, . X IN tR �2 -" - z = .j 0 Lr- 2 6 cr- U) C) C,-, u- U M V) 8 w w �- in 0 U-i 0 = < to in in 00 !�! U-) �2 -� to 0 - ::� F-- M - -i — to I-- O :5 n -j tt#= (n — V) M ::� - to w CD I 0 (,i c� z $ UJ I in _j < D 0 U- z < !E :2 n p - z U- -IS .t >-, (n o:: � (n �E 1-- U- 0 a- Lad �- w in 114- 0 i2- P- ip- �4 0 I-- z 8 LU ce- 0 ��n � in 0 LL- !::� = 0 w M W LU "� (/) z) U- Q� 9 < UJ -4 FE _;;� w 0 V) f-0 1.0 in x w o M O (n =-,� M ck� 0 --J �i w ULJ M M 0 0 Q ui . 0 ccf I U- - ti. ui :� �i ui :;� cn ck� - I in < 0 CL uj Z (-) (/) 0 LL in M Q� W < 0 M ,� t-d 'o < z u.j =#= --� w w 0, Q 0 -:5 ow 0 a- Lu w . in n n a- :zc = . 0 -J C> U Z � 0 M 8 ffi M < ir- 0 - 11� in 0 z Lu UZI = = awsw � :r - U- 0 U- �-- 0 U-1 z = uj in < - - V) 0 3:: FS - < - Z: U-i 0 0 M F- M � wgic�. :2 �-, M W >� � 0 = :2 t10 LO ,.-, . i� � 0 w r., Lj- 17- 211Z =#:: w I-- < - (n 0 in z in '2 Q :� in 0- -r I 0 t o w 0: ff --� �- 3: C) -j -- in Z LL ,-� - -� uo- __j :D W Q� - 6 Lol- 0 -J ij� W a) w � U: x uj 6 Ea 0, O%ow <' 0 �;-- - 0 C� O 0 U,J = :5 X -J H- in M M in z V) M V) =) 0= t t-n- �i LA- W < w in U. M Z cj� W < uj LU :;� in - -T- 6 < 0 I-- M z 2 . 'o M in in E U5 0: in a- uj m Gi 0 in t;: ui 0 :.I- Z� ,�� O Z x V) M 0 < u') -� � n < Lu o ego% 0 = cjf Q- �4� �- 6< V) = v4ftow M in N in U.1 (n I a- u -i -� m 0 = = �M� 0 U- Q: �= M n C> :z x ULw < C14 Z O V) .-j U.j ct:: cy- w CL - Uj LU Ea in M w 0 M , - < 0 w O in w W :2 !� O U- = = W cj:� V) (n C$ � cr- ?, � �C-> 3 8 :Z � Q:: W = :z 0 = :z = - ce Z: czw 0 0 C) Z: 'D , uj w o:: U-j cn - U-j - U U:�-' = -i a- CL 2 (n Q 1k:: u- m< 8 Z: - Q < a 5 < x CL = i�s in Q ;�e = C-) cr- � => -i :2 w -i M o M M -i z -j U) W _j 0 _j Q- 5 0 cr. 3:: :� CL 0 us -� cli 0 6 U.1 LI: AV%OW < :� < < V) C) U. �� C-� t-i 4 ui (13 r--: z O .0 Allk M� VIP 02 114.-E a Ell .9 il- I=- �W-jm ig�a.-ii 8!! SLI-11 i�� Z -.-&) !�s I � �=== � , � -7.:5 - � � V, * = M to , = � 'o -40 . =i! -� = I I O M j�� om !a - IWC3 r-, O!R = C. 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Ld ct� H rK A.tr Ld w Ln F— L Z M Ld W U.� x 0 M cr� cc) 1-- 0. 0 w, Ol < cc < 0 b I - co 3: < M x x Z: M 00 it co -I- LO Ld Z m -1 0 m NIN 5 -j wV) J L'i Z to/Lc/to bmp,dms QJJ co o N to o to 0 0 oz, N w 0 N M 0 " M co N 0 N ,go W M:rl M Qo P, To ico Z Ld a, mm P, 00 a,O 00 0 Om to U) L) cq Z < L, Z W 0ffi (0 ti (0 4 0 to Q:� 0 to w Z m 0 mw (1) 0 0 0 U) a U) 0 (n 0 V) 0 V) 0 V) 0 LLJ :>00- Z 0 0 0 0 I I I I CIO CIO CIO a o o o U'� to to to ui ir) U') OD 03 r- 0 0) 0 CY) cq N -N C-4 -N (0 Q0 _j CL w Z) I x t- I N x I m x I 0 x r, r- co x 00 x a tCn N ri N t v�i can can v V) X SIL VER STUCCO HOUSE 1000 SF F II WOOD SIDED HOUSE STUCCO HOUSE 1100 SF 1000 SF 6TH -STREET 5TH STREET o. BENCHMARK. BM SA-313-83 ELEtA 63.06 SET IN THE SOUTHEAST CORNER OF THE WERSEC77ON OF EUCLID STREET AND FIRST, 50 FT SOUTHERLY OF THE CENTERLINE OF FIRST STREET, 63 FT EASTERLY OF THE CENTERLINE OF EUCLID STREET, SET AT THE MIDDLE OF CURVE OF THE EASTERLY CURB RETURN, SET AT THE NORTHEASTERLY CORNER OF A 5 FT. BY 7 FT, CONCRETE CATCH BASIN. PREPARED UNDER THE SUPERVISION OF: CONSULTANTS. 12377 Lewis Street 0 Garden Gr . CA. OT6410 Phone (71V740-8840 DMS Fox (714) 740-8842 z, WX-Lfff T. LUNDIN LS Ko. 7707 EXP. 12/31/06 DATE - —7— U 'Allil_'� Z TENTATIVE TfACT 1E.,(.� (; FIRE DEPARTMENT NOTES FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS SHALL BE. 1. WITHIN 4 FEET OF ALL ON —SITE FIRE HYDRANTS. 2. WITHIN 150 FEET OF ALL EXTERIOR WALLS OF ALL BUILDING J. A MINIMUM UNOBSTRUCTED WIDTH OF 20 FEET 4. CONTINUOUSLY PAVED TO ACCOMMODATE 40,000 POUNDS (NOTE ON PLAN) 5. POSTED AND IN SERVICE (PAVED) BEFORE COMBUSTIBLE MATERIAL IS PLACED OR USED ON SITE (NOTE ON PLAN) 6. DESIGNED TO PROVIDE A CONTINUOUS MEANS OF INGRESS AND EGRESS Z DESIGNED WITHOUT ANY HAMMERHEAD TURNAROUNDS, ALTHOUGH TURNAROUNDS (CUL—DE—SAC) MAY BE USED AND SHALL BE AN UNOBSTRUCTED 80 FEET IN DIAMETER. NO PARKING OR STOPPING SHALL BE ALLOWED WITHIN THE 20 FEET WIDTH OF THE TURNAROUND; ALL TURNS IN THE ACCESS ROADWAY SHALL HAVE AN INSIDE RADIUS OF 20 FEET AND AN OUTSIDE RADIUS OF 40 FEET IDENTIFY THE LENGTH AND WIDTH OF THE FIRE LANE ON THE PLAN. 1. ALL FIRE HYDRANT SHALL BE INSTALLED AIN ACCORDANCE WITH STANDARD 403P AND 423P. 2. FIRE HYDRANTS SHALL BE IN SERVICE PRIOR TO COMBUSTIBLE MATERIALS BEING PLACED OR USED ON THE SITE. GENERAL LAND USE: R1 FLOOR AREAS 2225-2395SF BEDROOM COUNT: 4 BEDROOMS/PLAN EXTERIOR WALL MATERIAL : STUCCO ROOF MATERIAL : CONCRETE 77LE NON SPRINKLER BUILDING ASSIMR LD_4-5-1-1119 - P, 2- ALL EXIST. STRUCTURES ON THE PROPERTY 7 TO BE DEMOLISHED A* 04 L,indscap- _A W, _3 -"4 -oS > 'TAC'i, * I 1 ACT PHON", `7 4, -270' )667 ARCHITECT 1ANGSTON-STEICHEN ASSOCIATES 1801 E. Edinger Ave. Suite 225 Santa Ana, CA. 92705 PHONE (7114) 667-8247 OWNER SANTA ANA COTTAGES, LLC JAMES ][,. ]BAIRISIC 1801 E. Edinger Ave. Suite 125 Santa Ana CA. 92705 Telephone (714) 558-2850 _j 1 Lu WESTMINSTER AVE z p OJECT 11CA11ON AW HAZARD AVE. W 5TH ST z Uj 1ST ST (n (n W a ca a - 0 61 m z 4 0P 64� r�Niol LEGAL DESCRIPTION LOT 1, 2 AND J OF TRACT MAP NO. 1078, AS PER MAP FILED IN BOOK 35, PAGE 7 OF MISCELLANEOUS MAOS, RECORDS OF ORANGE COUNTY, CALIFORNIA. EXCEPTING THEREFROM THAT PORTION OF LOT I GRANTED TO THE CITY OF SANTA ANA IN DEED RECORDED AUGUST 13, 1982 AS INSTRUMENT NO. 82-281864 OF OFFICIAL RECORDS. LANDSCAPE IMPROVEMENTS IN PARKWAY ON &H. STREET PLANT BRISBIAENE BOX TREE. ON &H. STREET PLANT CAMPHOR TREE. ON EUCLID STREET PLANT RED SPIRE PEAR. PLANT TREES PER CITY STANDARD PLAN 1124. MIX S. F. BED COUNT PARKING UNCOVERED PARKING COVERED PLAN 1 2 2225 4 2 2 PLAN 2 4 2395 4 2 2 NOTE: GEOTECHNICAL AND COMPACTION REPORTS PROVIDE TWO COPIES OF A COMPACTION REPORT REVIEWED, ACCEPTED AND STAMPED BY THE LEGALLY RESPONSIBLE BUILDING DESIGNER, THE REPORTS ARE TO BE SUBMITTED TO AND ACCEPTED BY THE BUILDING SAFETY DIVISION PRIOR TO CALL FOR FOUNDATION INSPECTION. FLOOD ZONE AO-1 SUBDIVIDER BRANDYWINE DEVELOPEMENT CO. 1801 E. Edinger Ave. Suite 125 Santa Ana CA. 92705 Telephone (714) 558-2850 .m ASSESSOR PARCEL NO. 100-242-02, 31 CITY OF SANTA ANA SITE PLAN TENTATIVE TRACT le636 NNEEN-01m 517 EUCLID ST. & 5117 5TH ST., SANTA ANA, CA. SHEET 1 OF m._ sal ■IAf. �„�� G +� -99 i 4 ,j < J ;C Ui 6' HIGH WOOD FENCE PROPOSED f 2' HIGH RETT, WALL WITH 6' HI WOOD FENCE it EXIST 6' HIGH d BLOCKWALL r- w co Z� CJ � co Lw L0 C..) 1.41 CJ co 0 F. 4 �e SCALE: 1 "=10' _j ExP.12 31 Ds NO. 7707 EXIST FIRE rHYDRANT EXISTING SINGLE FAMILY HOUSE ROOSEVEL T STREET PROPOSED f 2' HIGH RET. WALL WITH 6' HIGH WOOD FENCE EXISTING SINGLE FAMILY HOUSE TRACT 366, BLOCK" A 8ENCHMARK. BM SA-313-83 ELEV 63.06 SET IN THE SOUTHEAST CORNER OF THE INTERSECTION OF EUCLID STREET AND FIRST, 50 FT SOUTHERLY OF THE CENTERLINE OF FIRST STREET, 63 FT. EASTERLY OF THE CENTERLINE OF EUCLID STREET, SET AT THE MIDDLE OF CURVE OF THE EASTERLY CURB RETURN, SET AT THE NORTHEASTERLY CORNER OF A 5 FT. BY 7 FT CONCRETE CATCH BASIN. PREPARED UNDER THE SUPERVISION OF: CONSULTANTS. 12377 Lewis Street #101 Gorden Gro CA. 9 640 Phone 714 `140-8840 DMSFo`1 f 4 740-8842 WALTER F. LUNDIN LS No. 7707 EXP. 12/31/06 DATE 6' HIGH WOOD FENCE & GA TE i- Uj j PROPOSED f 2' HIGH RET. WALL WITH 6' HIGH WOOD FENCE OWNER SANTA ANA COTTAGES, LLC JA 1.MES L. I3.APISIC 1801 E. Edinger Ave. Suite 125 Santa Ana CA. 92705 Telephone (714) 558-2850 LEG�SCRIPTION: PARCEL I THE WEST 110 FEET OF THE EAST HALF OF THE WEST 235 FEET OF THE FOLLOWING DESCRIBED PROPERTY. BEGINNING AT A POINT 46Z50 FEET WEST OF THE SOUTHEAST CORNER OF THE NORTH 8 ACRES OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 5 SOUTH, RANGE 10 WEST, SBB&M, IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA; AND RUNNING THENCE NORTH 137 FEET, THENCE WEST 352.50 FEET; THENCE SOUTH 137 FEET; THENCE EAST 352.50 FEET TO THE POINT OF BEGINNING. I AAInCrA017 IA1D0f1WA/r'AITC Tn DAPIeWAv ON ROOSEVEL T STREET CAMPHOR TREE. PLANT TREES PER CITY STANDARD PLAN 1124. FIRE DEPARTMENT NOTES FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS SHALL BE: 1. WITHIN 4 FEET OF ALL ON -SITE FIRE HYDRANTS 2. WITHIN 150 FEET OF ALL EXTERIOR WALLS OF ALL BUILDING 3. A MINIMUM UNOBSTRUCTED WIDTH OF 20 FEET 4. CONTINUOUSLY PAVED TO ACCOMMODATE 40,000 POUNDS (NOTE ON PLAN) 5. POSTED AND IN SERVICE (PAVED) BEFORE COMBUSTIBLE MATERIAL IS PLACED OR USED ON SITE (NOTE ON PLAN) 6. DESIGNED TO PROVIDE A CONTINUOUS MEANS OF INGRESS AND EGRESS Z DESIGNED WI THOU T ANY HAMMERHEAD TURNAROUNDS, ALTHOUGH TURNAROUNDS (CUL-DE-SAC) MAY BE USED AND SHALL BE AN UNOBSTRUCTED 80 FEET IN DIAMETER. NO PARKING OR STOPPING SHALL BE ALLOWED WI THIN THE 20 FEET WIDTH OF THE TURNAROUND; ALL TURNS IN THE ACCESS ROADWAY SHALL HAVE AN INSIDE RADIUS OF 20 FEET AND AN OUTSIDE RADIUS OF 40 FEET. IDENTIFY THE LENGTH AND WIDTH OF THE FIRE LANE ON THE PLAN. ARCHITECT IANGSTON--STEICHEN ASSOCIATES 1801 E. Edinger Ave. Suite 225 Santa Ana, CA. 92705 PHONE (714) 667-8247 1 FLOOD ZONE AO-1 SUBDIVIDER BRANDYWINE DEVELOPMENT 1801 E. Edinger Ave. Suite 125 Santa Ana CA. 92705 Telephone (714) 558-2850 w WESTMINSTER AVE z ca PROJECT LOCATION HAZARD AVE OOSEVELT ST GQ' W 5TH ST z w 0 1ST ST C3 n> V) a © O O w z rrMCINITY MAP GENERAL LAND USE: R1 FLOOR AREAS BEDROOM COUNT : 4 BEDROOMSIPLAN W ERIOR WALL MATERIAL : STUCCO ROOF MATERIAL : CONCRETE TILE NON SPRINKLER BUILDING NUMBER OF PARKING SPACE PROVIDED GARAGE (2x2) 4 SPACES DRIVEWAY (2x2) 4 SPACES TOTAL 8 SPACES TOTAL PROJECT AREA : 0.346 Acres MIX S.F. BED COI INT PARKIN UNCM PARKING qED COVERED PLAN 2 2 2395 4 2 2 CITY OF { t {NA---_ SITE PLAN TENTATIVE PARCO"EL MAP 2004210 5322 WEST ROOSEVELT STREET, a t t t DATE, 02/17/05 SHEET 1 OF 1 A vv OTES: 1. ALL GRADING SHALL COMPLY Wt774 UBC CHAPTERS 18 AND 33, AND APPENDIX CHAPTER 33 AND THE SANTA ANA MUNICIPAL CODE. A CITY GRADING PERMIT IS REQUIRED FOR GRADING. 2 GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING INSPECTOR A PRE -GRADING MEETING ON 7HE SITE IS REQUIRED BEFORE STARTING OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GE07ECHNICAL ENGINEER, GRADING INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING 3 AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS 4. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW. 5. THE GE07ECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLE77ON OF THE ROUGH GRADING7HE COMPAC77ON REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD 7ES77NG PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE ME7740D OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMWA710NS SHALL BE PERFORMED TO VERIFY 7HE ACCURACY OF 7HE MAXIMUM DENSITY CURVES BY THE FIELD TECHNICIAN 6. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VER77CAL (2.' 1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE 7. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHAL77C AREAS SHALL BE COMPACTED TO MINIMUM OF 95X RELATIVE DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED BY THE UNIFORM BUILDING CODE STANDARD Na 70-1, OR APPROVED EQUIVALENT, AND FIELD DENSITY BY UNIFORM BUILDING STANDARD NO. 70-2, OR APPROVED EQUIVALENT 8. THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVA77ON 5-FEET OR MORE INTNOUT 714E NECESSARY PERMIT FROM 774E STATE OF CALIFORNIA DIWSION OF INDUSTRIAL SAFETY. 9. ALL CUT SLOPE SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY 774E GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS SHOULD EXCAVA77ON DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTECHNICAL ENGINEER SHALL SUBMIT RECOMMENDED TREATMENT TO 7HE CITY ENGINEER FOR APPROVAL. 10 THE PERMITTEE IS RESPONSIBLE FOR DUST CONTROL MEASURES WATER AC77VE SITES AT LEAST TWICE DAILY, 11. 774E LOCA71NG AND PROTECTION OF ALL EXIS77NG U77L177ES IS THE RESPONSIBILITY OF THE PERMITTEE, 12. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 774E HOURS OF 5: 00 P.M. AND 7.00 A.M. 13. THE PERMITTEE SHALL GIVE REASONABLE N077CE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVA77ONS, WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVA7101V AND WHEN EXCAVA77ON COMMENCES. 7HE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY TO PR07ECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY LAW. 14, ALL EXIS77NG DRAINAGE COURSES 774ROUGH 714E S17E SHALL REMAIN OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS 15. APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED DURING 774E RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK PROPER EROSION CONTROL MEASURES MUST BE SHOWN ON THE PLANS 16. CONSIRUC77ON SITES SHALL BE MAINTAINED 1N SUCH A COND17701V THAT AN AN77CIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITES DISCHARGES OF MATERIAL OTHER 7HAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLE77ON OF C0NS7RUC71ON PRACTICES AND WHERE THEY DO NOT' CAUSE OR CONTRIBUTE TO A WOLA770M OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMWA7I0N, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULA77ONS 40 CFR 117 AND 302. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVA77VES AND SOLVENTS, ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLESIEQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGWE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS 1 Z DEWATE'RING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMWA7E'D GROUNDWATER REQUIRES A NA77ONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPEC77VE STATE REGIONAL WATER QUALITY CONTROL BOARD. 18. ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SA77SFAC77ON OF THE CITY ENGINEER. FAILURE TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH 77ME AS THE STREETS ARE CLEANED. 19. ALL TRUCKS HAULING DIRT, SAND, OIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD IN ACCORDANCE WITH 774E REQUIREMENTS OF CVC SEC71ON 23114. 20, CONTRACTOR IS RESPONSIBLE FOR 7HE REPAIR OF ALL DAMAGES TO PUBLIC PROPER71ES THAT ARE CAUSED BY THE WORK ON-S17E. REPAIR MUST BE COMPLETED TO 774E SA77SFACTION OF THE CITY ENGINEER. 21. EARTHWORK VOLUMES: CUT: CUBIC YARDS FILL: CUBIC YARDS (SEE TABLE THIS SHEET) NET CUBIC YARDS SUBMIT HAUL ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 CUBIC YARDS 22. SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND SAFETY DIVISION FOR THE CONSIRUC77ON OF RETAINING WALLS, LIGHT POLES, TRASH ENCLOSURES, ON -SITE PLUMBING AND ALL BUILDING STRUCTURES 23 PRIOR TO TURNING ON WATER METERS (DOMES77C AND IRRIGA77ON), AND/OR FIRE SERVICES, ARRANGE FOR WSTALLA770N, TESTING, AND CER77FICA77ON OF ALL NEEDED BACKFLOW PROTECTON DEVICES, WHETHER SUCH DEVICES ARE SHOWN ON THE PROJECT PLANS OR NOT. APPROVED BACKFLOW PROTECTON DEVICES WILL BE INSTALLED ON - SITE BY THE DEVELOPER IN CONFORMANCE NTH CODE REGULA77ONS AND CITY REQUIRIREMEN7S CONTACT TOM DIX AT (714) 647-3341 FOR ASSISTANCE. Jiro % T I L 01 _Adcms�b�. A D _06. U w WESTMINSTER AVE z U P OJECT CATION L HAZARD AVE W 5TH ST z w 1ST ST a©'- t~n LU m o 0r © 0 t UJ Z SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 GRADING PLAN SHEET 3 EROSION CONTROL PLAN EARTHWORK QUANTITIES DESCRIPTION CUT FILL EARTHWORK 68 CY. 1750 CY. SUBSIDENCE AT 0.15' -- 250 CY. SHRINKAGE - 300 CY. IMPORT 2,232 CY. -- TOTAL 2,300 CY. 2.300 CY. DUST CONTROL: CONSTRUC71ON SHALL BE IN COMPLIANCE NTH S. C. A, Q M. D. RULES 403 TO REDUCE FUG177VE DUST. DUST REDUCING MEASURES WILL INCLUDE: 1. REGULAR WATERING OF GRADED SURFACES 2. ALL CONSTRUCTION VEHICLES AND EQUIPMENT SHALL TRAVEL ALONG ESTABLISHED AND REGULARLY WATERED ROADWAYS 3. REGULAR OPERATIONS THAT TEND TO CREATE DUST SHALL BE SUSPENDED DURING WINDY COND177ONS )5)* PREPARED UNDER THE SUPERVISION OF: CONSULTANTS. NO. SM 12377 Lewis Street #1 01 Garden Grovye, CA. 92640 •9 30 DMSFax�i 7440-88 SURENDER M.'DEWAN CE NO. 34559 EXP. M. p� tI �t�.,p0�<s'��`.. ors Nto "f <-3 CONSTRUCTION NOTES (GRADING: REMOVE EXISTING CURB & GUTTER/' DRIVEWAY/ SIDEWALK. CONSTRUCT RESIDENTIAL DRIVEWAY PER Cl Ty OF SANTA ANA STD. PLAN 1112. 3 CONSTRUCT CONC, SIDEWALK PER CITY OF SANTA ANA STD.. PLAN 1104. G CONSTRUCT CURB AND GUTTER, TYPE A-2-6 PER CITY OF SANTA ANA STD. PLAN 1101. CONSTRUCT 10" THICK FULL DEPTH AC PLANT STREET TREE PER CITY STD PLAN 1124, PLANT 24" BOX CAMPHOR TREE. CONSTRUCT 4" THICK CONC. APRON. CONSTRUCT 6"0 SCH. 40, PVC DRAIN PIPE. PLANT STREET TREE PER CITY STD PLAN 1124, PLANT RED SPIRE PEAR. 10 CONSTRUCT PARKWAY CULVERT PER CITY OF SANTA ANA STD. PLAN 318, S=1'-07. 11 CONSTRUCT 6' HIGH WOOD FENCE PER DETAIL THIS SHEET, (SEE PLAN FOR LOCATION 30" HIGH WOOD FENCE) 12 CONSTRUCT EARTH RETAINING WALL, LENGTH AND HEIGHT PER PLAN, SEE STRUCTURAL DETAIL BY OTHERS 13 CONSTRUCT NDS 900 DRAIN INLET WITH NOS 900 GRATE. 14 CONSTRUCT 8' HIGH SPLIT FACE BLOCKWALL (ONE SIDE ONLY) (SEE PLAN FOR LOCATION 30" HIGH WALL) CONSTRUCTION NOTES (SEWER): S1 CONSTRUCT 6" PVC, SDR 35 SEWER LATERAL PER CITY OF STD. PLAN #1204 & WITH BEDDING & BACKFILL PER CITY STD. #1208. S2 CONSTRUCT SEWER CLEAN OUT, S3 CHISEL A "S" ON THE CURB TO INDICATE SEWER LATERAL. 9 REPAVE THE TRENCHED AREAS PER CITY STD. #1150A. S5 PLUGGED AND ABANDONED EXIST SEWER LATERAL CONSTRUCTION NOTES (WATER): W1 CONSTRUCT 1" WATER SERVICE AND METER BOX PER PER CITY OF SANTA ANA STD. PLAN 1401. W2 INSTALL 3/4" WATER METER PER CITY STD, PLAN 1401 (PER CITY FORCES, UPON APPLICATION AND PAYMENT OF FEES) W3 REPAVE THE TRENGHFI3=AR�'�PE�T S�'0: �1�5 ' .'32 & I' '`' sg s Rtc 31 .. n a gab° S fi n x, nnc+xrr-�n�.� ►.inrr> � ... Ffl REMOVE ALL GRADING SHALL CONFORM TO CITY OF SANTA ANA STANDARD PLANS & SPECIFICATION OWNER SANTAANA COTTAGES, OTTAGES,LLC VCYILS Lw ]BARTSIC 1801 E. Edinger Ave. Suite 125 Santa Ana CA. 92705 Telephone (714) 558--2850 ARCHITECT LA.NGSTON-STEICHEV ASSOCIATES 1801 E. Edinger Ave. Suite 225 Santa Ana, CA. 92705 PHONE (714) 667-8247 EROSIQN AND S DIMFNI CQNTRO,: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECTS STORM WATER POLLUTION PREWN7ON PLAN (SWWPP), AND WATER QUALITY MANAGEMENT PLAN (WQMP) AND THE RECOMMENDATIONS OF THE SOILS REPORT. QUANTITIES 2. THE CONTRACTOR, PERMITTEE OR OWNER SHALL BE RESPONSIBLE FOR T74E L. S, INSPECTION, MODIFICATION AND PROPER MAINTENANCE OF THE EROSION CONTROL 765 SF. DEVICES AS NECESSARY. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID DEVICES, THE CITY ENGINEER MAY CAUSE EMERGENCY MAINTENANCE 1370 SF. WORK TO BE DONE TO PREVENT DISCHARGE OF POLLUTION INTO CITY STORM DRAIN SYSTEMS AND TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY, THE COST 64 LF. SHALL BE CHARGED TO THE OWNER 185 LF. 3 ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO 2 EA. SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY 77.1E PROJECT SHALL BE INSTALLED DURING THE INI77AL CONSTRUCTION PHASE OF THE PROJECT 4310 SF. 1170 LF. 4. ALL REMOVABLE PROIEC77ON DEVICES SHOWN SHALL BE IN PLACE AT THE END OF 1 EA. EACH WORKING DAY MIEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 401 9 EA. .,# 560 LF 22 EA. 286 LF 195 LF. 6 EA. 6 EA. 111 LF. 2 EA. 6 EA. 6 EA. i 3 31 ':r .,`,: a. *' war., 3..,x'-x ... w ,, . Y � a z _A 1, lk _„ ....._' _. ate. -0 W-e/, k DPI 04-04 SUBDIVIDER BRANDYWINE DEVELOPMENT CO. 1801 E. Edinger Ave. Suite 125 Santa Ana CA, 92705 Telephone (714) 558-2850 LF, 5. 7HE CONTRACTOR, PERMITME, OR PROJECT OWNER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS COND1770N. NECESSARY PRECAUTION MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24-HOUR GUARD PREVEN77NG UNAU7HORIZED PERSONS FROM ENTERING THE BASINS 6. PAVED STREETS, SIDEWALKS, AND 07HER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONS7RUC71ON DEBRIS, AND TRASH. STREET SWEEPING OR OWNER EQUALLY EFFEC7IVE MEANS SHALL BE USED ON A REGULAR BASIS TO CONTROL EROSION. WATERING SHALL NOT BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS Z STAND-BY CREWS SHALL BE ALERTED BY THE CONTRACTOR, PERMIT IEE OR OWNER FOR EMERGENCY WORK DURING THE RAINY SEASON. 8. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED PLANS, SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCA77ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, 9. PROVIDE VELOCITY CHECK DAMS IN ALL STREETS AT 100 FEET INTERVALS OR AS REQUIRED BY 774E ENGINEER VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, 77MBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET AT RIGHT ANGLES TO THE CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS CHECK DAM INSTALLA77ON SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND THE END OF THE DAM. 10. EROSION CONTROL PLANS MUST PROVIDE A 24-HOUR TELEPHONE NUMBER AND THE NAMES) OF 774E PERSON (S) RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE ANSWERING SERVICE IS UNACCEPTABLE. ASSESSOR PARCEL NO. 100-242-02, 31 CITY OF SANTA ANA PRECISE GRADING PIAN TRA%'f`0%T It"ID&O-300% DATE: 09I 30/04 SHEET 1 OF 3 II ■ • I A •��I Y ��,�M��.e.lp, IrY Yls M1� IA I, �Ilsim I .. .. 2 SILVER DR 4� �1 lit <'S 614 t3 t 12 2 10400 EUCLID ST 10+00 00 5TH ST. f M a Shill sY Vie. � i...., �....... ... ...... .. ........... ........+...� SCALE: $' 20' �: ��ii�ii�/�"ii�.��{�►;�/..it��.?��ii %• ie��I►��!It�1 © �1 � V ►rq BMl1►�Wrlil9� i PREPARED UNDER THE SUPERVISION OF: CONSULTANTS. NO. SM 12377 Lewis Street #101 E,9 30 05 aK � DMGorodno J� 714 C88 040 0 �714 40-8842 SURENDER M. IDENNANt CE NO. 34559 EXP. 9/30/05 DA RfW RfW n CURB & GUTTER n4 * I �'.._... j.. ..._..m_ . ....... EXIST. SFDEWALK"-.. * 3 PCC SIDEWALK � EXIST. PAVEMENT FULL DEPTH AC �,':1 BLOCK WALL ARCHITECT I ANGSTON--STEICHEN ASSOCIATES 1801 E. Edinger Ave. Suite 225 Santa Ana, CA. 92705 PHONE (714) 667-8247 EUCLID STREET EXISTING PCC - SIDEWALK (f8') EXISTING CURB & GU TIER 6TH STREET TYPICAL SECTION NOT TO SCALE *SEE PLAN FOR LOCATION E EXIST. BLOCKWALL SECTION A —A NTS RfW 5' LANDSCAPE PER CITY REQUIREMENT I 14 12 -r SECTION B—B NTS SECTION C—C NTS OWNER SANTA ANA COTTAGES, LLC FAMES L. BAFZI SIC 1801 E. Edinger Ave. Suite 125 Santa Ana CA. 92705 Telephone (714) 558-2850 30' 30' 12' 18' 18' 1 12' * 4 CURB & GUTTER 1 EXIST, PAVEMENT * FULL DEPTH AC OTH STREET TYPICAL. SECTION NOT TO SCALE * SEE PLAN FOR LOCATION CONSTRUCTION NOTES(GEADING): REMOVE EXISTING CURB & GUTTERS' DRI VEWA Yj SIDEWALK. 2 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF SANTA ANA STD. PLAN 1112. 3 CONSTRUCT CONC. SIDEWALK PER CITY OF SANTA ANA STD. PLAN 1104. 4, CONSTRUCT CURB AND GUTTER, TYPE A--2-6 PER CITY OF SANTA ANA STD. PLAN 1101. CONSTRUCT 10" THICK FULL DEPTH AC PLANT STREET TREE PER CITY STD PLAN 1124, PLANT 24" BOX CAMPHOR TREE. CONSTRUCT 4" THICK CONIC. APRON. l 8 CONSTRUCT 6*70 SCH. 40, PVC DRAIN PIPE. PLANT STREET TREE PER CITY STD PLAN 1124, PLANT RED SPIRE PEAR. 10 CONSTRUCT PARKWAY CULVERT PER CITY OF SANTA ANA STD. PLAN 318, S-1'-O" 11 CONSTRUCT 6' HIGH WOOD FENCE PER DETAIL THIS SHEET. (SEE PLAN FOR LOCATION 30" HIGH WOOD FENCE) 12 CONSTRUCT EARTH RETAINING WALL, LENGTH AND HEIGHT PER PLAN, SEE STRUCTURAL DETAIL BY OTHERS 13 CONSTRUCT NOS 900 DRAIN INLET WITH NDS 900 GRATE. 14 CONSTRUCT 8' HIGH SPLIT FACE BLOCKWALL (ONE SIDE ONLY) (SEE PLAN FOR LOCATION 30" HIGH WALL) CONSTRUCTION NOTES (SEWER) 51 CONSTRUCT 6" PVC, SDR 35 SEWER LATERAL PER CITY OF STD. PLAN #1204 & WITH BEDDING & BACKFILL PER CITY STD. #1208. 52 CONSTRUCT SEWER CLEAN OUT. 53 CHISEL A "S" ON THE CURB TO INDICATE SEWER LATERAL. 54 REPAVE THE TRENCHED AREAS PER CITY ,STD. #1150A. S5 PLUGGED AND ABANDONED EXIST SEWER LATERAL CONSTRUCTION NOTES ,(WATER): W1 CONSTRUCT 1" WATER SERVICE AND METER BOX PER PER CITY OF SANTA ANA STD. PLAN 1401. W2 INSTALL 3/4 " WATER METER PER CITY STD. PLAN 1401 (PER CITY FORCES, UPON APPLICATION AND PAYMENT OF FEES) W3 REPAVE THE TRENCHED ARES PER CITY STD. #1150A. DISPOSITION NOTE REMOVE DP# 04--04 SUBDIVIDER BRANDYWINE DEVELOPMENT CO. 1801 E. Edinger Ave. Suite 125 Santa Ana CA. 92705 Telephone (714) 558--2850 R/W i I PCC SIDEWALK @ * ASSESSOR PARCEL NO. 100--242--02, 31 CITY OF SANTA ANA PRECISE GRADING PLAN TRACE' 18638 517 EUCLID ST. & 5117 5TH ST., SANTA ANA, CA. DATE: 09/30L04 SHEET 2 OF 3 OC,T'112004 ArAr ■�TLJ_■ , � . ,6 i EXIST F.H: -\ All SMH 9{ q� 10+ .00 EUCLID ST= 10+00 00 57N ST. SUN SCALE: 1 "=20' NM UM 9 0 05 EXIST. BLOCK WALL 3' 3OX PER 6 EA. PLACE AC PA WNG EROSION CONTROL NOTES: PLAN 1401 (PER 6 EA. ENT OF FEES) INSTALL SINGLE ROW GRAVEL BAGS, 2 BAGS HIGH. # #1150A. INWALr 6' HIGH MIN. TEMP. CONSTRUCTION FENCING. EXIST SIDEWALK I _ 740,., W/WINDSCREEN MATERIAL ATTACHED FOR DUST CONTROL.PROVIDE 6" DEEP, 2"0 ROCK FOR CONSTRUCTION ENTRY. EXIST. CURB & GUTTER PL(SCH. 40) PROVIDE WHEEL. SHAKER BARS. DRAIN PIPE PROVIDE PERIMETER 2 GRAVEL BAGSS HIGH ABOVE SURFACE, OMIT ONE BAG TOP ROW 0 IN FLOW. TEMPORARY AC RAMP CONSTRUCT TEMPORARY AC RAMP. S V INSTALL 20' WIDE SECURITY GATE 69'23'25"E 'EDESTAI 1 •' •' `'' w EXIST. SIDEWALK-.� h , , Rp .,..�..»-.., .� �.,,., mow.. »�. `""'•^ w��.�b":,.^IIC.::� _.......m.... t '±`t ,' xi va ot �� . 12 ' ?8. .t»,..,.,. �'C.u.....,., .,».,...w...� .<„,.a,.....r ........... 68.42 68.71 '$ fit. ..»,..»... ,....»...._.•. ....,...__.. ».......... ... .. 9...e....m l 51 , 4%, . 5TH STREET 1� Ul * HEIGHT OF CHECK DAM SHOULD NOT EXCEED 3 FEET ** PROVIDE AN EXTRA ROW OF SANDBAGS FOR EVERU ROW OF SANDBAGS 3 SANDBAG HIGH. wilawl 2MIM 1111 m i:4 ki I : J � J � 5' 4' SEDIMENT STORAGE � J ~' -- -- - 2 SANDBAG HIGH MIN. FOR ALL C.B. SEDIMENT CONTROL VOLUME 35 INLETS 10' DIA SAND8AGS=3?FT PERIMETER HEIGHT=1 FOOT 4 FOOT SEDIMENT STORAGE TOTAL V0LUME=(35x31)4=4340>3600 OK " ' w %w 10O.C. 2 BAGS SIDE BY SIDE W/4"O PVC PIPE; ASSESSOR PARCEL. NO. 100-242-02, 31 1. ALL GRADING SHALL COMPLY WITH UBC CHAPTERS 18 AND 33, AND APPENDIX CHAPTER 33 AND THE SANTA ANA MUNICIPAL CODE. A CITY GRADING PERMIT IS REQUIRED FOR GRADING. 2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING INSPECTOR. A PRE -GRADING MEETING ON THE SITE IS REQUIRED BEFORE STARTING OF GRADING WITH THE FOLLOWING PEOPLE PRESENT. GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTECHNICAL ENGINEER, GRADING INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. J. AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS 4. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW. 5. THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING. THE COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE FIELD TECHNICIAN. 6. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE, Z FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO MINIMUM OF 95% RELATIVE DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED BY THE UNIFORM BUILDING CODE STANDARD NO. 70-1, OR APPROVED EQUIVALENT, AND FIELD DENSITY BY UNIFORM BUILDING STANDARD NO. 70-Z OR APPROVED EQUIVALENT. 8. THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET OR MORE WITHOUT THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY 9. ALL CUT SLOPE SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTECHNICAL ENGINEER SHALL SUBMIT RECOMMENDED TREATMENT TO THE CITY ENGINEER FOR APPROVAL. 10. THE PERMITTEE IS RESPONSIBLE FOR OUST CONTROL MEASURES WATER ACTIVE SITES AT LEAST TWICE DAILY 11. THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE 12. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5. 00 P.M. AND 7. 00 A.M. 13. THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVATIONS, WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY, THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN EXCAVATION COMMENCES. THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY LAW. 14. ALL EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS 15. APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. PROPER EROSION CONTROL MEASURES MUST BE SHOWN ON THE PLANS. 16. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITES DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT- CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR 117 AND 302, POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLESfEQUIPMENT WASH WATER AND CONCRETE WASH WATER, CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON --SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH tOCA£,�STATE, AND FEDERAL REQUIREMENTS 1 Z DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON -CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 18. ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE IMMEDIA7E'LY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER. FAILURE TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS THE STREETS ARE CLEANED. 19. ALL TRUCKS HAULING DIRT, SAND, OIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD IN ACCORDANCE WITH THE REQUIREMENTS OF CVC SECTION 23114. 20. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO PUBLIC PROPER77ES THAT ARE CAUSED BY THE WORK ON -SITE REPAIR MUST BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER, D AR ■ EROSION AND SEDIMENT CONTROL: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECTS STORM WATER POLLUTION PREVENTION PLAN (SWWPP), AND WATER QUALITY MANAGEMENT PLAN (WQMP) AND THE RECOMMENDATIONS OF THE SOILS REPORT. 2. THE CONTRACTOR, PERMITTEE OR OWNER SHALL BE RESPONSIBLE FOR THE INSPECTION, MODIFICATION AND PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID DEVICES, THE CITY ENGINEER MAY CAUSE EMERGENCY MAINTENANCE WORK TO BE DONE TO PREVENT DISCHARGE OF POLLUTION INTO CITY STORM DRAW SYSTEMS AND TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY, THE COST SHALL BE CHARGED TO THE OWNER. J. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED DURING THE INITIAL CONSTRUCTION PHASE OF THE PROJECT 4. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 401 5. THE CONTRACTOR, PERMITTEE, OR PROJECT OWNER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTION MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24-HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS 6. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED ON A REGULAR BASIS TO CONTROL EROSION. WATERING SHALL NOT BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS Z STAND-BY CREWS SHALL BE ALERTED BY THE CONTRACTOR, PERMITTEE OR OWNER FOR EMERGENCY WORK DURING THE RAINY SEASON. 8. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED PLANS, SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 9. PROVIDE VELOCITY CHECK DAMS IN ALL STREETS AT 100 FEET INTERVALS OR AS REQUIRED BY THE ENGINEER. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET AT RIGHT ANGLES TO THE CENTERLINE: EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS CHECK DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND THE END OF THE DAM. 10. EROSION CONTROL PLANS MUST PROVIDE A 24-HOUR TELEPHONE NUMBER AND THE NAME(S) OF THE PERSON (S) RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE ANSWERING SERVICE IS UNACCEPTABLE 21. EARTHWORK VOLUMES. CUT CUBIC YARDS FILL: CUBIC YARDS (SEE TABLE THIS SHEET) NET CUBIC YARDS SUBMIT HAUL ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 CUBIC YARDS 22. SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, LIGHT POLES, TRASH ENCLOSURES, ON -SITE PLUMBING AND ALL BUILDING STRUCTURES 23. PRIOR TO TURNING ON WATER METERS (DOMESTIC AND IRRIGA RON), AND/OR FIRE SERVICES, ARRANGE FOR INSTALLATION, TESTING, AND CERTIFICATION OF ALL NEEDED BACKFLOW PROTECTION DEVICES, WHETHER SUCH DEVICES ARE SHOWN ON THE PROJECT PLANS OR NOT. APPROVED BACKFLOW PROTECTION DEVICES WILL BE INSTALLED ON - SITE BY THE DEVELOPER IN CONFORMANCE WITH CODE REGULATIONS AND CITY REQUIRIREMENTS CONTACT TOM DIX AT (714) 647-3341 FOR ASSISTANCE. o sr WESTMINSTER AVE Z .4 PROJECT LOCATION HAZARD AVE OOSEVELT ST Z5TH ST z W 195 1ST ST �-- t i V w m 4 r� w Z Q VICINITY MAP SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 GRADING PLAN SHEET 3 EROSION CONTROL PLAN f 4,3l�� DESCRIPTION CUT FILL EARTHWORK 20 CY 980 CY SUBSIDENCE AT 0.15' - 83 CY SHRINKAGE - 150 CY IMPORT 1193 CY -- TOTAL 1213 CY 1213 CY DUST CONTROL: CONSTRUCTION SHALL BE IN COMPLIANCE WITH S C.A.Q M.D. RULES 403 TO REDUCE FUGITIVE DUST. DUST REDUCING MEASURES WILL INCLUDE: 1. REGULAR WATERING OF GRADED SURFACES. 2. ALL CONSTRUCTION VEHICLES AND EQUIPMENT SHALL TRAVEL ALONG ESTABLISHED AND REGULARLY WATERED ROADWAYS 3. REGULAR OPERATIONS THAT TEND TO CREATE DUST SHALL BE SUSPENDED DURING WINDY CONDITIONS. SUBDIVIDER BRANDYWINE DEVELOPMENT CO. 1801 E. Edinger Ave. Suite 125 Santa Ana CA. 92705 Telephone (714) 558-2850 :w' 3 ,- ,, $i & GH eraRA'A OR'] N PROPER ITS CONSTRUCTION NOTES (GRADING): 1 REMOVE EXISTING CURB & GUTTER/ DRIVEWAYf SIDEWALK: 2 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF SANTA ANA STD. PLAN 1112. 3 CONSTRUCT CONC. SIDEWALK PER CITY OF SANTA ANA STD. PLAN 1104. 4 CONSTRUCT CURB AND GUTTER, TYPE A-2-6 PER CITY OF SANTA ANA STD. PLAN 1101. CONSTRUCT 6" THICK FULL DEPTH AC. 4�J PLANT STREET TREE PER CITY STD PLAN 1124, PLANT CAMPHOR TREE. CONSTRUCT 4" THICK CONC. APRON. 8 CONSTRUCT 6"0 SCH. 40, PVC DRAIN PIPE. CONSTRUCT No. 12x12 BROOKS DRAIN BOX. 10 CONSTRUCT PARKWAY CULVERT PER CITY OF SANTA ANA STD. PLAN 318. (S=12") 11 CONSTRUCT WOOD FENCE PER DETAIL THIS SHEET 12 CONSTRUCT EARTH RETAINING WALL, LENGTH AND HEIGHT PER PLAN, SEE STRUCTURAL DETAIL BY OTHERS. 13 CONSTRUCT NDS 900 DRAIN INLET WITH NDS 900 GRATE. CONSTRUCTION NOTES (SEWER : S1 CONSTRUCT 6" PVC, SOR 35 SEWER LATERAL PER CITY OF SANTA ANA STD. #1204 AND BACKFILL PER CITY STD. #1208. S2 CHISEL A "S" ON THE CURB TO INDICATE SEWER LATERAL. CONSTRUCTION NOTES. (WATER): CONSTRUCT 518" WATER SERVICE AND METER BOX PER PER CITY OF SANTA ANA STD. PLAN 1401. W2 CONSTRUCT 518" INCH WATER METER PER CITY OF SANTA ANA STD. PLAN 1401 (PER CITY FORCES, UPON APPLICATION AND PAYMENT OF FEES) W3 REPAVE THE TRENCHED AREA PER CITY STD. #1150A ALL GRADING SHALL CONFORM TO CITY OF SANTA ANA STANDARD PLANS & SPECIFICATIONS Q NO.44468 � EXp,3 si LO6 DMSCONSULTANTS, �� Cl� 12377 Lewis Street #101 OF CA1.�F4� Garden Grove, CA. 9 640 Phone 714 740-8840 Fax 14 740-8842 PREPARED UNDER.JHE..SUPERVISION _ DFI t I DATE QUANTITIES L.S. 280 SF 40 SF. 9 LF. 110 SF 2 EA. 850 SF. Y M a cO 2 E (` 4 r �492LF �; 38.LF 4 �.0 .w Y 2 EA. 2 EA. 2 EA. 2 EA. 100 SF. PRECISE GRADING PLAN PARCEL MAP 0 0 4 0 AUG ;, 0 00 PISLIC WORKS AGENCY _,i! Sheet CITY OF SANTA ANA oil 1 of 3 EXIST FIRE HYDRANT PR o. cni Av- + ... ....... -81 ST 0+00.00 EUCLID ST 2' r~ 1 2* � j to : C44 co ST 0+00.00 ROOSEVELT ST. CN + fg . + to z ly/ + + + ROOSE Ql + (o VELT SIREE In 10 --- 'A to 6, 26 x 64,47 x 64.59 c 0 "'o— c I 592,20' 0--.:- 1 5 10 6 10'-MIN. 10 10 6 10 10'-MIN. Z) 15F 6 d 21 "S-- P 10 61 6' 1�em� t-'- 0 A 14 f' A,'l , 1A An! V-5 F3� 6' HIGH WOOD - G FENCE & GATE EXIST 6' HIGH BLOCKWALL (PROTECT IN PLACE) R1W 25* a 25# m 1- 7' 18f 1 180 7' 1 EXISTING CURB & GUTTER EXITING PCC SIDEWALK EXIST. PAVEMENT 2"A EXIST BLOCKWALL -- (PROTECT IN PLACE) F5al SECTION A -A NTS Wj * SEE PLAN FOR LOCATION rd-lill, A SECTION C-C NTS R/W )ING H " ., AIN LINK (REMOVE) (D REMOVE EXISTING CURB & GUTTERI DRIVEW4 Yl SIDEWALK. CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF SANTA ANA STD, PLAN 1112. Q CONSTRUCT CONC. SIDEWALK PER CITY OF SANTA ANA STD. PLAN 1104. CONSTRUCT CURB AND GUTTER, TYPE A-2-6 PER CITY OF SANTA ANA STD. PLAN 1101. CONSTRUCT 6" THICK FULL DEPTH AC. PLANT STREET TREE PER CITY STD PLAN 1124, PLANT CAMPHOR TREE CONSTRUCT 4" THICK CONC. APRON. CONSTRUCT 6"0 SCH. 40, PVC DRAIN PIPE. G) CONSTRUCT No. 12xl2 BROOKS DRAIN BOX. 10 CONSTRUCT PARKWAY CULVERT PER CITY OF SANTA ANA STD. PLAN 318. (S=12-) G CONSTRUCT WOOD FENCE PER DETAIL THIS SHEET @ CONSTRUCT EARTH RETAINING WALL, LENGTH AND HEIGHT PER PLAN, SEE STRUCTURAL DETAIL BY OTHERS. @ CONSTRUCT NDS 900 DRAIN INLET WITH NDS 900 GRATE. CONSTRUCTION. NOIES, (SEWER): CONSTRUCT 6" PVC, SDR 35 SEWER LATERAL PER CITY OF SANTA ANA STD. IfI204 AND BACKFILL PER CITY STD. #1208. @ CHISEL A "S" ON THE CURB TO INDICATE SEWER LATERAL, CONSTRUCTION NOTES (WATER): CONSTRUCT 518- WATER SERVICE AND METER BOX PER PER CITY OF SANTA ANA STD. PLAN 1401. WZ CONSTRUCT 518" INCH WATER METER PER CITY OF SANTA ANA STD. PLAN 14 ' 01 (PER CITY FORCES, UPON APPLICATION AND PAYMENT OF FEES) REPAVE THE TRENCHED AREA PER CITY STD. #1150A ALL GRADING SHALL CONFORM TO CITY OF SANTA ANA STANDARD PLANS & SPECIFICATIONS S JE"!; 14`11�'111'141-1�-t fii El OBTAll FR; PER PED W AND Stj Lro -'%'10. C 7 a4 ,ASSESSOR PARCEL NO, 099-211-08 N .� F. PREPARED UNDER THE SUPERVISION OF: OWNER ARCHITECT SUBDIVIDERCITY OF SANTA NO. 44463 CONSULTANTS. GRADING PLA EV.3L31106 12377 Lewis Street #101 SANTA ANA COTTAGES, LLC SCALE; 1 =1 o' n uc! ^A t~- I - . - -- - - LANGSTON - STEICHEN ASSOCIATES PRANnVWTNR nRVRT.nPRUVNT rn cqp I;== Ok n cm AA cip n vk ft rr= ro% A. rrw%N A=k fi== ft IN I EXIST FIRE HYDRANT 8 n ' . ..... A,� ROOSEVELT MEET 61.26 x 64. J6 x64,47 64,54 x 64.59 5 250 TEMPORARY AC RAMP SEE DETAIL THIS SHEET co 6 AA -4 0 < .6 0.00$ 1 6441 YPQ -PC 'C -)C "QPRJ-AUAU- 6' HIGH WOOD - FENCE & GA 7E EXIST 6' HIGH HLOCKWALL (IPROTECT IN PLACE) K 64.42 -64.19 67.00 FF 66.50 PAD PLAN 2 LOT 1 557o SCALE: 1"=10' X 6' HIGH FENCE 110.00' z; CN C) LO AV A-J 64.80 SAND SE E CHE&r DAM DET, 6' HIGH WOOD FENCE & GNATE N 4.f 64.45 oal-1 woSTABILIZED CONSTRUCTION ti oo 6� A.- ENTRANCE W14- CM8 ARM "0 p, 64 �cv 66.60 GFF .87 V KI 66.27 GFF EXI 3 T. J0 G 71- 71 -64.6.9 x 14,11, X 0 WHO mi EXIST. CHAIN LINK FENCE (REMOVE) CT SANDBAGS AT C B SEE DETAIL THIS SHEET � 40Y. f."XIST CHAIN LINK FENCI-.' (REMOVE) 64. J* PLACE AC PAVING ryicT SIDEWALK EXIST. SIDEWALK EXIST CURB & GUTTER DRAIN PIPE PLACE 4- PVC (SCH. 40) PLACE I" Mll�/f TEMPORARY AC RAMP ®5' 4s � �' SEDIMENT STORAGE 2 SANDBAG HIGH MIN, FOR ALL C.B. 11 UtMN 1991 M 11:4 V I Q V W0 mKil z I ill --Tftm 111:4 W I c1l, ly -PIJBIA-C, APFRCDVITEI), M H GRADING FININ /R'DUIZ) SURFACAGE R 5- Tllik] ET OBTAIN PROPER PIMM-ITS —Date : (fl- --- N /n�-- i�x�b Wc AM COMPLMNCE malm"Tag ....... . . . . . . . . . . . . A :A ASSESSOR PARCEL NO. 099-211-08