Loading...
HomeMy WebLinkAboutPARK WAY 1611_00-00001043 - --ter / 1 r�% �� - Cily of Lake Elsinore 130 South Main Street PERMIT PERMIT NO: 00-00001043 DATE : 10/11/00 JOB ADDRESS . . . . . 1611 PARK WAY DESCRIPTION OF WORK RETAINING WALL OWNER CONTRACTOR MYERS, FINIS & HELEN CALIFORNIA CONSTRUCTION CO 1611 PARK WAYT STE A 30520 RANCHO CALIF . RD LAKE ELSINORE CA 92530 TEMECULA CA 92592 909-206-8100 LIC EXP 0/00/00 A. P. # . . . . . 363-113-017 7 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 1 , 152 ZONE . . . . . . R-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 45 . 00 7 . 00 X 2 . 7500 VALUATION 19 . 25 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 69 . 25 . 00 69 . 25 OTHER FEES PLANNING REVIEW FEE 12 . 85 . 00 12 . 85 PLAN RETENTION FEE 3 . 50 . 00 3 . 50 SEISMIC GROUP R . 50 . 00 . 50 PLAN CHECK FEE 48 . 19 . 00 48 . 19 TOTAL 134 . 29 . 00 134 . 29 SPECIAL NOTES & CONDITIONS 2-4 FT RETAINING WALL. Operator: COLINTER Date: 10/11/00 11 Receipt: 0002110 Total Payment $134.29 City of Lake Elsinore Please Read and Initial: Building Safety Division 1. 1 am Licensed under the provisions of Business and Professional Code Section 7000 et seq.and my license is In full force. Post in a>Spia a s place 2. 1.as owner of the property,or my employees w/wages as their sole y� compensation will do the work and the structure Is not Intended or Job on the offered for sale. J 3. i,as owner of the property.am exclusively contracting with licensed You must furnish PERMIT NUMBER contractors to construct the project. and the JOB ADDRESS for each 4. 1 have a certificate of consent toselfinsureoracertificateofWorkers respective inspection: Compensation insurance or a certified copy thereof. 5. 1 shall not employ any person in any manner so as to become subject Approved plans must be on job to Workers Coompensatfon Laws in the performance of the work for at all times: which this permit is issued. Note: If you should become subject to Workers Compensation after making this certification.you must forthwith comply with such pro- visions or this permit shall be deemed revoked. JBP01 Approvals Date Inspector TempElec Services Soil Pipe Underground Elec Conduit Underground i i-lFooti s 16Steel ReinforcementGroutSlab Grade PL01 Underground Water Pipe SS01 Rough Septic System SW01 On Site Sewer h Electric-Conduit EL04 Rou h Electric-Wiri EL05 Rough Electric-T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PL04 Rou h Gas Pipe-Test Pi OP Roof Drains Flashing BP12 Insulation BP13 I Drvwall Nailing BPll Lathing&Siding PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 Final Building Code Pool&Spa Approvals Date Inspector OTHER DEPARTMENT RELEASES Delp.Inspector Departrnent Approval required prior to the P001 Pool Steel Rein./Forms building being released by the City P001 Pool Plumbing/Press.Test P003 Pre-Gunite Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Access Finance P005 Pre-Plaster En ineerin P0o9 I Final PooVS tJ A In 3 3 � 3 h � c1 C � 1 - N � t Q �' v, s 3 i Cl% 2 O � v� - I I f Pool 1201 N_ Tustin Avenue f engineering Anaheim, CA 92807 I ; / Fax:(714) 630-6114 Phone.(714) 630-6100 1 '-4" to 6'-0" HIGH T SHAPE RETAINING WALL W/ 2:1 UPSLOPE STRUCTURAL CALCULATIONS FOR DETAIL 820 T SHAPE l '-4" TO 6'-0" HIGH 2:1 UPSLOPE QQo� CO yFF� 83 grEof DESIGN BASED ON UBC 1997 EDITION FOUNDATION PRESSURE: 1000psf PASSIVE PRESSURE: 200pcf ACTIVE PRESSURE — EXPANSIVE SOIL 2:1 UPSLOPE: 60pcf FRICTION: 0.30 CONCRETE: fc' = 2000psi MASONRY: fR,' = 1500psi REINFORCING: fy = 40000psi (Grade 40) (or as noted) Page 1 of 18 I N O 0 0•f N c 0 o- rn g a 0 5 a 0 ud Oc I�o $ n :�m�o •. N Z�r y LL o rn0 QQ H y0 m o u� n 3 ~ a E <a U ■ • . . • . • • • • • • • 00 9N N a o aQQ o Fg8 m ob0 $ 8oe 8 mo�3 _ 6�� a_550� ESc'p;c 3 O N tD O a Q.0 IL 8 Y 1 � C C p E 0 � e p Or o p C ^ a O LL Z • �a cr O O U .p as G • � O 0 n m Z ,y m N m o 0 :o mry o 3 c � o S j C. o o $ u 8 $ o `b g g<gdm � �Qb�e ` Flo 8 g'�m^ oat 0 8oy a wZ j $�ga: .N E og 4a gg 2 0 m d s i o 55n�� `-' 0 25f nomi_o N m ci $oa C o o$ o � ono° � $ o f o d � o to fl n O • � � O t =p o o cm Nx 6-� t Sr cr- w u c � d 3yn o 385 a. O • cgig TSj� gg � � pN :(A 4 eyp>>$f$� n 00f $$Om QQ AO OtD 00� N00�7 � rr OO e,Oi h LJ a�ri N�0 0o OG OPi �^`g�>2NC^.f 0 aa5"' C n cacr c r � 3 W O $�$o �' $ r 82 c n 5S c �o nntL IL{L •�• m • • m a jr2$ � Q �'� • tltll tnv f;-( � _ae 3' C Boa a _� ay$�u eii s c�E o0 ggg d _ opo c x� ..Y o a g 4ogw a0. 3 %e�0 �- a to 03 uo ` eoi Z' 0^3�- �j ZZ24 C atac or 3Q O oq $$$ooaa a 4 0�J n�o ol. �e-g U a oo o: 3 cc o eoE d�f' Q eoa a800 cQ o� gLL � o 03 ssooeL�� oce a3�go�si vi mcu 8�n o�xY > ag�gv 3 a �2 Sa3 a� ___�-- ors= nn c 00 00 00 0C, U �_ YY NNI�O nnQnn p&a nnn 00 n g$ g $ 2G oo$a co r o ras 8 i$^ o o y o u 4 p • • • o o a • • ° ° aFt„ o ° ° o a . . E •0. 3• $ g o $s g c o �o a2 p E o �2 ?Hx F-2 p o$Q Pn Os o on ram$' Zn a-' o�QpQ edim o ccera ag FIL it �� p C iVm� Q c C p c A a rn,4 tD a)nq ti' :r o o ° u o c oQ9 oe oa eE UH LL� c OOO spi 3`c.dc 75= ^1ot o c t g$�NLZ3g b coi�s2 U C Sin Z aS 3 Q a8ima <Q 88a;p$ gq�e Q LL o'>>>ma gma a- u 6 y J u f f Q a F 2 Y a O S N O 16 e m O p O 4 O m � ' N 0 o a A LL :O w� B Oc nv g m no•� a0cn =cc ^ o 0 0 ^ f N C O m0 C C o °f w 7c, a w a N= m6 6 rgal- w o C n a¢ o = o= C a 2 O s` vay�q� n oo ~ g p =ao8o835�0= 8 3 _O Nto G1<<��plL ti Y> cm C c E o o'a q E p n n e 0 o > c LL 6 S a C � za Ecn g o d p CO-i 2 c C oa� LL v ` i O n C • ■ • e • v • C O � V > O N C C a U 0 p � ; = O Cp 0^a j O a D > O JpC J g p > Oqpg CpO O q 0 O C LL 0 8 ® E O ] G co w~c�c E < Z- ..8 c 5 o m 0 3-oa � >$r� a �a` — = I$m 13 > m c RE ° $' mo�i 8 882g d O LL aN o c6 • v g 3 c a N LC U w QQ p p w a B- o. N C L U O 60 m Q c S A.a o o •d ;3LL g38ca 2v i• c LL u r81lo- $ YY Y mR _�a vo8z'8 8 eP�R:o880 oe 3yN c �� 3 $00 o 0000 8 o e • • s • • • • • • • • • • • • • • • • • • •a • • p � pp $•i�o � o c pn -- cc c nn -a-� y` n I Y 3 ■ v gd'A VJ > p v v O x n 3 =0-. o b 3`a� •9D0 a gg � C o30 ` o` i o� pa.Ha S1: y�ona a n�Eo � ggg i f - 00 aof 2-s O a om�fnS'd c �c Z. = oa3 t Oa3�- c^ 2Z2 K o o�aC o��3 3� o om'.4aa � 5S. so=JCL Asa E o3�¢¢eo��p op a. ,;. mmnfmm ��LL ogixn _ _ > p 3 0 a a o 8 8 o H aaoiiFH Go c� ;ana p� YY YY YY f�� a00 00 00 omnn (� Y Y n n o BS on oo no ovn ��onan nn o c x o $e ao�;�oo:oo c'. j�m^ oo 88u 8 o 8 8 8 NOHOgoo O CcNNN �OO�rO nO NNn 4 ■ s a v e v • v v • •F • v • • ■ e ■ ■a 3 v o C a a o a Z a c 6$ ¢ e o ■ o v v • n v 8 $ 8 8o Jgo 8n 8 oLL c a $ E o r2 Q!-2 FS c o3 '. on 6 0 o`p g<—mm og3 o c E `J� q�®v ®® Ziiotavgi o $ E tic'oco c>Q� � L3 = 3 fA �0 3`sp on 80 CG p�` 3a6LL s^ 0 o2E3 na•8g e5U _ es m et- B- mmb-g 3 x $� az a34$_0 ar 0o S�a�u �o a� Uy�B a �'cS`c E .`�.. c O O m5 QC _b a'toi�i 2 -r' awa co`-o - v3: ca 1 o �� 8$ a UU 88amC� C' `� O 3:... � 8-� C6R d�iiO V ¢ 3 a 2 a ��=- �Yaar-i�nc m a 9 O p e'i N A g f . a a W o (L m o oc ^m o c"v ano •' LL y a C h L II G a CCO G 90 �aO o ' to c ^ a iV LL ¢ s` a 0 � a o imv 2mv c . . . . • . . . • • . . . m H e o ano`nS $ e3®3 '`O 3vsgb$ E� g�c� 3 D wv3i cl¢ GoOzo-N 8Y> c o 'c E `a o cr co N p II m 0 O 10 p OG a O 0 0 LL q d C C KC �� • m $ O p SOS p O f O 2 ^n m Z .6 :o off v e o LL $ c ° 3 c � a m C. ^� m O n - $ b e o g<m Qb 0 o�Q 'n�8e _ o b l I $ a € SBA ¢ m o b p = C t C C O (O G u C gao 8CD g$m^ N Z C 00 ^.•tV • M a _E o wp m u O • W00 o cy • m n n m n q Jj a m O � ILp O t 88 7 a o •i IM a i4 o c Cc,CLL.1' W Q 3 a s � $ o m N �a gg SS s43 �� s-�0 f a e a . 33" 5 3:88 m H o t. O 0.J ty ci B 8 .5 a a » �� Eio- YYYU Qg g EO$�'g'8 8riei�el"two 8 8 c� cc 1S$iZ03$ mm e .. EOOIINd p�mH HO�N ana c cn¢c c f 3 4s aoj`= vo O s 3■ ■ ■ . . ■ p a v v sow fi_ � n o 0ggo gq7 S$� ''SyyY�� o00 C S a p ao Q2IIM agBSo 3 Z e i Y D�ao 1a-VQ c g�;ao�� o c o$aCo. a— YoO �_ oa �bLLsa c am_ a =� '- 3 _r 3a �� z..Z C a oti�C orrs� $� O C. `9 aooggooapo �3 -c �5 i�a � .. '�o ya 3 U moo oe 3QE E}ec o ea�eaE ovpg o cu> �3 ;. aO ggVQ� gd G Qo 3FCC COpH 22 coW CC3Q£a.si c9W 2tlmu•.ti Of SY p 00 00 00 000 t� V +�5 Za'n ao oo $cb DO^aaaa3 .e�m $:$^ oo 88po gg 8 S 2S1j. N O N O O ^3^ o.v n r O O n Pl O N H S O C ^ • . m • . q . n n . O m n • . n . y aa2 • o a •$3 � . . . . . . . . . cgg $ ~pp E o gi oS= 81a o 23Q� 2 c�d� 3 ab El $44 oaQQ o � eA = to g'8 ee o'�� eop_L' dLL 3^ O ev gNi.�a� C oU�� ? � S C q-5 on Sa m�8=g o4 it am - a` Q3i0 �$ M om c 09 ooQa u o �aE vmo$ LL� c o a 3_cSc c4= E^- o c o so a m� (L0. Ati�i � � m�� v ^ g$ p> 8'� o��u W o.,.o _ g c g o c_ �eaa O n ¢ ¢ a ££ 83 UU gg o o ..•• bN"aE V. C 3 m So A 3 O o' mm 3 ¢< 88 a�m 39" 2 ` LL a.33.>> c_t goo a^�o.6 3 m n2��Qaf SY 0 1 ,nm NNnrm��Co O g a m 0 6 0- c; S?O m s iV LL m i m n O Qf O m w� V q :O A m fl O d V A n n N= Io m O t0- N N n Nn O Q �- a Q • O . . .n . • e . e . . r ■0 .N a E " a 0 M_mlD ¢ bo v Dy ■ t e�5j `og e eeSN b a 2 >.C - Cc 0. 5-9 3 q )a-5Q G Gal g mw1 Y 1 p� C C O c E a 0 C -a ea an m n 0 o a u •f o � $ = m 2u n . o C q c n-- je_- U n ¢� d i 0 IX >O m n 2 m0 4 c m o o r • s C m e. $ 0 C L 4 o go83QLL>p0p>77 ; ; a C¢�m q OR~2 �JQ e O EC. $nmdm aabgEE o aJ 8 ~ q' E $1 'c9C r -A2 wZ'oCo c £ _ �¢rJe�RD u > $R�a? �N -esegci�d � a > _T m 0 C QCC G = C C t g co O 8 88�^ rn 8 o cg -^i � ��'■ m o c E oo d w� u 0 � d o0 4. . ■ . ■ s . ■ O � ig�i O UO 0. r' m n c Nxss �3�eoma$a$i �aniego2,$a a Q p Z 334g 8 «m a 0 c gaa Q nef 0 = LL of 82F a YYYV 62 81800 8 . .0 o 88orm �$0D�$S Om Cj G' O E-:24O>tNd O NON O pCl�{ >2N^O- G� O a�N O Q G Q 1= C ► 3 o ZS r o c c ecc�onn � 'aa ■ s s ■ . s r c _o p • tiv v v O >> per+ 3 b O O 5Ov o=A `• �� S S o i OG �� 00 b �• gS mcco o'so c' as = =3 Cg yp� a � ,3 <¢Ycrso c��nF"ao a'po0 E aa Je _ _ m C C y V e - O C a q 0 9 m O D .2 R 3 e y �Ca-8 $� C$a L o O C9 V2m CO $C C .1 O aO1 t•e po0 p o� oe a v C SS''c a o o � Z Oa��' �Z22 = a = ` 83 a= Rfi= � Q' a OC�do- 3i o ogncmm og _ono ao = ao 3s=i�'� -g � E p3Fcecc¢ooFcmoo''3s �aec'ifv�u o8i�ec o - m>��mo 3 L� c N V: "o W q awxrga3 g oD w'fa9 wsa a 00 00 00 ommm an U wo- - - - YX aNi atom 3 - BE cc no d� o�n 00 onaa as n AO - = D O Om mo§ 00 OOm No�p � cc 8=8=D O S S S O -00 m Nn a s O ¢ e A 1NO"IV)Cp mm®oo aaZ c $ a �} o toy pg�pY� ?gq82qq 8 i o 2 S y5 P3 d- O¢SNmn G $� O E J ® y.y®® 4 Zd nu �y O C 7G yL CO c cm m - ' oD E. o0 o as a�I to go oe od g� c'c oP gg 3� U c m Ccc ae n-�� mm H I=g o�aRX $m Os aS+ m3a$�$ mp oo �as 8? a um88 c--� �j SaSoa = 0 oa aaa UU gga oo4 v-_eogD O m 3 a$`od`�'.`a a3m7Cm 3 F mm ¢¢ nw ;b - LL a o- goo y u.�f�aa�ix 9 0 0 0 � a O n 1) V �^ p n =•)N W � { O C m O O N N 0 ■ o O; 220 b � m 70 C! U70 , o 0. cior�ri po IL3 a p a0 ao 0 a- x m a a� a o r :tq 9 c • 9 mm$� C o a7 p FSo a+ e�j g 8bs 0'ss38s;®=3 T L 3 n ,n� �U)ww8Y>° m C c p c E ci a c V o 5= a p 'u c ° o ■ N $ > ,0 cr N C C �c ci q o f o V Rp p e r 0 0» = Z C '° N N o ea a c oa a n p C a b n 7 ° N o r • e • o • o a O: a > o u > �g 0 0 e N E e o C o 0 Q &+ ao c 8G S pC pt pC S 8 m O p S ^^N N^ • m 0 o c E p a O �` C • nO op si• ■ • • ■ ■ • ■ O ® a s CS $8 a $ 3 cc g. N K V N n a-6 3o CL mN sin ® cgg<g wpa8-- 88o"v $wom�$ O m = x ss w v a o 0 o u$orimo R o�ai 2S>.Zr� F a 2 0 • 3 0 3 o o N o ^R OJ a- LL a 8YF g z� :N S Rz.g.ge gonna- - eom e _ o $ g��oRRq� yzN �L N N .T O 121 3 ® po 00 0 0 0 �QQQj • s o r • ■ • r • •p • • • • A. •q• . • • • • •- • • g OOOC�-�O j O SL ACC 6�CCm GG £E RR tL 11 G •�■ rrr e • Fo o �0 • ���� CC, oq som o fig �� C ae 1t ` u cg'[ a®= 3 g� - g�g_e�aiF ovo o �Ce�9e� a 9oetSo$3y3a34 .4 : I�pr �uG $d-rC3�0 �sgs 2sei � t o10, cr2t omotSO` E- T -Oz. - oy nob `o eon-�aon 8 C OoP�- ZZZ a' p izC- So O ovanas8s-$o 32 v a �=Y g�oo -ca 3 cam_" >o `aim oca c*;o aBoo o p ag c an t O ��nmm C - to a 0 co8'Zi 8aa o� � a2r23 n o U 00 00 YY 00 n5 8'd^n oo ncn- ^ R oQ? o noo 0Oia•anon _ ac c 88888 is g O N O O S 8�O a ° n ONp • • • o • • • ■ • • • ■ ■ ■ ■ • • • •p S ■ • o a a� a.a z a o O e0 O O LL T Q� • • 0 • • e B e Y g •g zaz o as E g��issDm op� a�N�co g8sg c o P s a n $^ C o o 5 w a $Q° b c o c Qc q-ggmmaag °o $ Sm a ' g3°o 8 o _E o cc� a fi H 0Ooe oo 47ZO�O = 9 _ opssO _g o �3 an � nnccm COcgO o$ C gn-��� n R C 4 C1 3 to to p g m ono N•f n mop- Q E�lo m-n�sT l o g F � rn e c � n� c Oc =cm. o :nnm�i ■ a H `� r n cr a o 00 LL N o 0 0 0 o Cl? aQ o Q _o :� r`S` n aNinrnf ZO m Q tip C r a o mm O C . ■ . . • . . • ■ . • . :in 9 Eo mmfi� c` o� rp sD ipg 8 0 3$p ap N G �Q 1=n0 toSyasI8aSmg`3s c 0 a4Sba3®g3 $ o a ?E 5 8 3 0 coogog paim'c�iu�Y> ¢ c c a c E 0 N r) oo O cr M O m J > p CDN N O p LL = • of C C c o n (3 m r e !V O r o w . r p rf O p z m N h C j o E ° n >> s m E e p 8 0 obg$$ g c � o o Ps< E o ° R s B Z==v n3 b � � a o Go - u fA 0 0 8 3 p3_0 2� C o SV�atiC `-r - srCgG� s > o c p 8 =��R o oo=r' •! OS eV�,vi eV ei6e • O p O m O 00 I ^N C d � p � w � O • 000 o! u• ■ • . s • s N m m C a c La 8 a i - �O a C wi a e £ c NxSsg 5agr$ 88 8-8§ 22si=0® SS�� 2S2S>ve 3 y a o O � 338 38o®e o aemw ae3o= - Roao r mm C p Y • c o9 0 pp�ppi •0 c LL �E g210a Y O Y �[ 0 NN - so CpS tSv8 oO g rON 000 ppO o0m008 n mm G� crCCC a ci 9 - -- o H p N w O Ci c;81i NSYZNOci? CC O �•igo n o c :a q- C ee- c nm cE $Q H• sG C nQ On tl tL 7a . • . . 6 p -g dye® c o3aa = po ocro sE $ eto doeo'a s Eso'�c5=$r �aa® 0 o�� ao83onc �� U oo o- oic oaE 85yc opco c O pa�-o= -^pc,oao c o3aCsa ►- mn oo;c�..c�p*�p pswf��ur or=x ao 4 o c auz 8n3 g o$ Cp YY YY YY o:a�c nn U pp_ UU YY 00on$N mo 0 00 O)ppScf c5 0q�oas n�o N` jEO rO�S�O o n�OOmn Oncacc p C ^gy . 8pS nO AAA. s ■ ■ ■ • • • o . . .poo • . . • • � .p3 • • C aaa $ o o B $ r K . . . e e e • • . 0 co$^morQQ E SZ 38ir$= o og>� ?9 p aE gaNm� 083 b E pA�®® ce Ztioc c v yc c cod oo - E p o0 oop e9n a a wqc c o a Q n.. c c o 3 c o a e ..It 0 c c o z- $c C a C o p 9 r� o c� �� c � o`5 2 0 c aE a a- cpa�5-c o�'�x '^ C` g�o a3$ -Qpr o am o c _ 09 ou 00 op naE Uoo8LLp Cp a 3_�`c CZ�r-• .O. < < OG � W ©3 CCIL IL CC ��00 p0 O� g`� pCO,-G w O p y 9 O 9 a a O o0003 p o- So UU gg o v oa po>> uono m .)a0 as LLLL Sam m9- $ ` LL a���aarxx P P N m O 0 J E a+'•• O C cf i ^ O a)f cn On o Oc on S mNo$m •, � - 2„t c eiri�ri. F a o °'O 6 eti dl n iv LL � C no -=gym oN - m o O m a+nm y n a G o (L • • • ■ • • • • • • • •I• a cc a b N o c _E �$8 ¢ sbb 84 8b� � a LL ?r O R a L C m o g o : 3 bD wc3�Sbo3®�3 n u$i gang 43c*mui gx>a ¢ c c Q c E 0 0 0 a a E N " o a n o O o a. _ p C n 0 �aC MO a U o Cr O > 0 n m m 3 Z a r o 3 C ua a o C a aaf n O o c > o c $_ a M ti c O p p 8 o D o o n0.V-O y , J G ���m� E o8a § a wgaZ Co Cso ; dQ s $$a® u > 8 aN�aQ N LL n i O o �p8' a�cd Sm S S$�i S O 0 0 N^ ' Ci N• f ol 0 o c _E n N 0 •p r r r r • s a y mo a8c8v8a ^�o:mm88;$ $�-ZoPBs � m a 8o`e�oi > NQ^ 2 c gtL Wg j L) a N N•f ca as' , .,, o"- raiaB gg3 3-8 On oo ` 8o -��>pzngs2S = a=c oin :fA 4 a $x/o- 8 YYY QQQQ Q S® 8 N(jOyy a o e n gec ® e eQ.e 8oe m ggnw �S ZS>3V! � eT mm � Q' � L£L a ngOrMt:f !V ' NNmN ■V N - 4 O C C o a c rn ona �$� _¢ ' o 00008 5 ~ sass • • • s ■ • • • • ■ ■ • • • • • • •a • s � n °i eS�Bon Do c' ^ N o L Gc ov -= n co o n tr cF C f s o• e r s ° • � p p 3 ° day a c aaa ap 3 �� U` n® 3 Q c$a a��€'S€q gwg- 3o�on .�. voa„ ca rZ3 Ya $g_o a 3i 3 Q goGp o 3z3 o-'do a- �i C o—�So co Cao8�_ c ci$� < a 3$o1 CYy _ @yLp 35 0 W G a�>ado G3 On V v3Fc.CoLLo yC a ` oC sa•LLr� 2taW O�ti �FSY C I 0 0 0 0-; o O co�'�c�ia c N G a o oo Cn O [oJF$S� ` qa C YY YY YY U 00 00 00 n`dQ8oanSnSc 00'a-ea8an m8"m n 0 0 C p O m m QOO O N O O ri m ,i N o O O ^ c c c noo8 8 c Y'YY3 888 ricrioo � ONNn Noon vO ro/myy��ppm�� ° a s • ° • ■ ° • .2 . a ° • o � • n $ j o 8 Cre • o n ° ° o ° n 8 Q $oa g po 80 �i >o r e D- C ?fx �x ° 3 ZLLaaB �y no a 2 vcicpaml 0 `a,ai oa 8� cc pB �cat�i. 8- 0 oD�° �•ra`'p 13 Cpa O o�yf o�I� �QvaYp = m C pc aaaa �- $ mm a gacv oa -Eg m VaOay_W Go>cf$^^ ga p o� oo ACC U 53T 3 O d)�a « 88a;pN mscc !i0 F-xY d ,a+n o.omwty w � oa�N mom �m S g O m s o a mo d •u �'iv g ^o�� ■ c7c � n j O n aJ B a ova onooN o m� ' `au m^� m$n� 00 o a s v m Gp co o x W a` m o. ~ O a e • • s s • • • • • iD p0p J • - mm Ixz z 'om _ $8 m oab agbcE7 o e gpgg4~ '$m3�}� 75 3 o w�mm' dmmuJg >' m c c o c E c a � °a > o LL z c zu $ G Kc • e o m 0 w Q1 N ] z ea :Oct ^ S Y O O m C 0 O a n o � OR c r e • • • • a a P > a 8 0 m c s;. gQ�me3 p � -M a> a o o�se3� a o 202�w E o:V 8 tl�JZ CC$ CLp 8 Yq y O ce p > >J=d�n N xgmXZ > 0 I CO gOC! O O p fV V .N ;V A[V^ f 0 o O � G N d U, d Q • v O m W Q$z.g.ga woo. -. o QQ z § CR m :6 8g ? Io 8,Em¢ai 0^0 2S 2SYz 25$ c c o ' 73 p gk C $ O m ^H N agq O = coN SSnS55cEg gvgo �ocrpioo gg�•o S 2®8$ Sp W a G ¢qq B3C+ ~ $3 g� Ili��E�CI O��O ci ci .A D. O O Q ; 300m m .g ^R S = O c ° cpp g >>a.?Q o 8 iD FD J o� fo of n YYYV p p �p 8 88 8 Om CpCp•a CL OEO j�(S•O GO a l0`a�w �pOCI df0>ZmO�- N m® UJ �C 3 c Q o00 8 00 o • • s r s • r s • • • • • • • • • • • • • • •g • • r O`g0 O a [ -C n v S== cc5-n Q L = Z . a •�r • s • r r � o G� • 4a�� m 6 O C O m O C22 oau p bo .0 ,3 an �, mz a�ggaY3da4` g Qnex�EQo aN^SoG coonaz: ® 0 o�-o c c n o o 3 t O a w r �zo T C q ot2aG`� 9i O oa'� ooco ' ' o .. " Ccco fo mn cm 1a'>>eumm inm own 9-�Y p C pow uc o _ �3a�o nQ9oo S � $ v_.ayUu>+ OBoo � N a�i8®3 Spa C YY YY YY a��s cn U - - is OO 00 YY 00 omm�oo _ 3 95 oo 5n�o co nnn 00 »- aav �� on$bNv oc'O N�Bbv�i� oo ccc ggg g g o b < �g C O N C O N - C MOON n��md) a C8 ^ o aaa o g o c J$G a • • e e • ■ ■ b ■ i q o E a 8E �gi 8r o 23cc p c c ca c<VC?M a$ 3 _o c = 3 ®a o®®®® z Z1a pnc X0 o 'o a a`J=oOO� ocaFi`� oo � gr S �9 n000$$ 000a coong' Q c i0(o^ q xoco m C qc nQmm ncc s3Xo Sm a o34oa$ bJ' aw ab ao a 09 nouu o�+a� U�go LL' C a _3 c5`c wzoCa ° g = ga0 V O ms a0. Jitoi gcbmc' c000^ g� o o�..8a-za�� o ba gg = s cgaa b cov"� U s' 3m x m 3 Q o' mm aQ LLLL g gaoo g LL a>» u $om a-� ; mws— LL���Qaf xY POOL ENGINEERING INC Subject:Retaining Wall Bond Stress 120.1 N.Tustin Avenue Anaheim,CA 92807 Fax:(714)630-6114 Phone:(714)630-6100 BOND STRESS ALLOWABLE SHEAR uaIb.=100 psi All wall sections checked against following table Vim,, =u *E(perimeter)*j*d and found to be acceptable with regard to bond stress. barb„ Vow. Blk Size Bar No Spac'g Perimeter d j 100 133 As n p k 6 3 4 3.534 3.4375 0.8437 1025 1363 0.3313 25.778 0.0080 0.4690 6 3 8 1.767 3.4375 0.8790 534 710 0.1657 25.778 0.0040 0.3631 6 3 16 0.884 3.4375 0.9086 276 367 0.0828 25.778 0.0020 0.2741 6 3 24 0.589 3.4375 0.9232 187 249 0.0552 25.778 0.0013 0.2305 8 3 4 3.534 5.4375 0.8676 1667 2218 0.3313 25.778 0.0051 0.3972 8 3 8 1.767 5.4375 0.8993 864 1149 0.1657 25.778 0.0025 0.3022 8 3 16 0.884 5.4375 0.9249 444 591 0.0828 25.778 0.0013 0.2252 8 3 24 0.589 5.4375 0.9373 300 399 0.0552 25.778 0.0008 0.1882 12 3 4 3.534 9.4375 0.8933 2979 3963 0.3313 25.778 0.0029 0.3202 12 3 8 1.767 9.4375 0.9202 1535 2041 0.1657 25.778 0.0015 0.2395 12 3 16 0.884 9.4375 0.9413 785 1044 0.0828 25.778 0.0007 0.1762 12 3 24 0.589 9.4375 0.9512 529 703 0.0552 25.778 0.0005 0.1465 16 3 4 3.534 13.4375 0.9077 4311 5734 0.3313 25.778 0.0021 0.2768 16 3 8 1.767 13.4375 0.9316 2212 2942 0.1657 25.778 0.0010 0.2052 16 3 16 0.884 13.4375 0.9500 1128 1500 0.0828 25.778 0.0005 0.1500 16 3 24 0.589 13.4375 0.9586 759 1009 0.0552 25.778 0.0003 0.1243 Vag, V,a� Blk Size Bar No Spac'g Perimeter d j 100 133 As n p k 6 4 4 4.712 3.375 0.8104 1289 1714 0.5890 25.778 0.0145 0.5687 6 4 8 2.356 3.375 0.8490 675 898 0.2945 25.778 0.0073 0.4529 6 4 16 1.178 3.375 0.8836 351 467 0.1473 25.778 0.0036 0.3493 6 4 24 0.785 3.375 0.9012 239 318 0.0982 25.778 0.0024 0.2965 8 4 4 4.712 5.375 0.8367 2119 2819 0.5890 25.778 0.0091 0.4900 8 4 8 2.356 5.375 0.8728 1105 1470 0.2945 25.778 0.0046 0.3816 8 4 16 1.178 5.375 0.9036 572 761 0.1473 25.778 0.0023 0.2892 8 4 24 0.785 5.375 0.9188 388 516 0.0982 25.778 0.0015 0.2436 12 44 4.712 9.375 0.8661 3826 5089 0.5890 25.778 0.0052 0.4018 12 4 8 2.356 9.375 0.8980 1984 2638 0.2945 25.778 0.0026 0.3060 12 4 16 1.178 9.375 0.9239 1020 1357 0.1473 25.778 0.0013 0.2282 12 4 24 0.785 9.375 0.9364 689 917 0.0982 25.778 0.0009 0.1908 16 4 4 4.712 13.375 0.8831 5566 7403 0.5890 25.778 0.0037 0.3506 16 4 8 2.356 13.375 0.9120 2874 3823 0.2945 25.778 0.0018 0.2639 16 4 16 1.178 13.375 0.9350 1473 1959 0.1473 25.778 0.0009 0.1951 16 4 24 0.785 13.375 0.9458 994 1321 0.0982 25.778 0.0006 0.1625 Vag VapA BJt Size Bar No Spac'g Perimeter d j 100 133 As n p k 6 5 4 5.890 3.3125 0.7840 1530 2034 0.9204 25.778 0.0232 0.6481 6 5 8 2.945 3.3125 0.8234 803 1068 0.4602 25.778 0.0116 0.5298 6 5 16 1.473 3.3125 0.8610 420 559 0.2301 25.778 0.0058 0.4171 6 5 24 0.982 3.3125 0.8808 286 381 0.1534 25.778 0.0039 0.3575 8 5 4 5.890 5.3125 0.8109 2537 3375 0.9204 25.778 0.0144 0.5674 8 5 8 2-945 5.3125 0.8494 1329 1768 0.4602 25.778 0.0072 0.4517 8 5 16 1.473 5.3125 0.8839 692 920 0.2301 25.778 0.0036 0.3483 8 5 24 0.982 5.3125 0.9015 470 625 0.1534 25.778 0.0024 0.2956 12 5 4 5.890 9.3125 0.8423 4621 6145 0.9204 25.778 0.0082 0.4730 12 5 8 2.945 9.3125 0.8778 2408 3202 0.4602 25.778 0.0041 0.3667 12 5 16 1.473 9.3125 0.9077 1245 1656 0.2301 25.778 0.0021 0.2770 12 5 24 0.982 9.3125 0.9223 843 1122 0.1534 25.778 0.0014 0.2330 16 5 4 5.890 13.3125 0.8612 6753 8982 0.9204 25.778 0.0058 0.4164 16 5 8 2.945 13.3125 0.8939 3505 4662 0.4602 25.778 0.0029 0.3182 16 5 16 1.473 13.3125 0.9207 1805 2401 0.2301 25.778 0.0014 0.2379 16 5 24 0.982 13.3125 0.9336 1220 1623 0.1534 25.778 0.0010 0.1991 Page 18 of 18 - � City of Lake Elsinore 130 South Main Street APPLICATION FOR APPLICAj°0°YYY/CCC//JrO. �d BUILDING PERMIT (y/�� APPLICATION RECEIVED DATE VALUATION CALCULATIONS AP4 By 1st FLOOR SF BUnD:NGADDREu / 2nd FLOOR SF TRACT PAOCK PAGE LOT PARCEL 3rd FLOOR SF GARAGE SF STORAGE SF = lJAttINL � DECK& BALCONIES SF o ADDREsz, J CITY STATE ZIP OTHER: /AA� �S/ / Cit6— SF 1 hereby aHfrm an,:.ce .d u"e,--s—s of Chapter 9(co-men-9-,Ih Section 70001 of D­sm 3 of ne Business and Profess-ons Code and my license a in full force GRADING CUT CY -FILLaCENSE`SS CITY BUSINESS CY fl�= Z 4;:D Cl a 7 Al /—� IAk VALUATIO � N�pft�/K?i�iZ��4 CC"Gt/�< CEO FEES :+•.11vG ADDRESSr�0 �/V BUILDING PERMIT 5 urn— ATE nP PHONE 1C-i 6�J zokef/crp CON A,--T,c]P S SIG;t A TURT_ DATE PLAN CHECK ADDITIONAL PLAN CHECK / '� t'A' LICENSE= u ? V AjnD:L GRADING PLAN CHECK ADa2Ess < city STATE ZIP PHONE NEW —REPAIR OCC GRP., CONST. DIVISION: TYPE: MICROFILM ADDITION —MOVE NUMBER OF NUMBER OF ALTERATION DEMOLISH STORIES: BEDROOMS: COPIES :OTHER ZONE: SINGLE FAMILY units HAZARD AREA? YES NO IMPRO FEES _ SCHOOL FEES _ APARTMENTS units CONDOMINIUMS units SPRINKLERS REQUIRED? YES NO TOWNHOMES units PROPOSED USE OF BUILDING: PAID CO:'.'RERCIAL INDUSTRIAL PRESENT USE OF BUILDING: DATE _ JOB DESCRIPTION 1,yn\[ � I certify that 1 hove read this application and state that the ^ Z/above information is correct. I agree to comply with all city �C) and county ordinances and state lows relating to building construction. oral hereby authorize representatives of this city to enter upon the above-mentioned property for inspec- tion purppses. �� �� C� Signal ur_of Appli tit or_4 ns Dote AGENT FOR _ CONTRACTOR _ OWNER AGENT'S NAME AGENT'S ADDRESS STREET CITY STATE ZIP REV DATE 11.1-90 SEE NOTE /1 UNDER CONSTRUCTION NOTES. 2 SEE NOTE /1 UNDER SEE NOTE /I UNDER /4 BARS CONTINUOUS 1 CONSTRUCTION NOTES. 2 1 CONSTRUCTION NOTES. 2 0 24' O.C. (HORIZ.) /4 BARS CONTINUOUS TYP. THROUGHOUT. 0 24' O.C. (HORIL) 04 BARS CONTINUOUS 1 TYP. THROUGHOUT. 0 24' O.C. (HORIZ.) 'A' BARS f` TYP. THROUGHOUT 'A' BARS 0 0 6' C.M.U. 2' CLR. 8 .A. BARS E--WATERPROOFING < 6' C.W.U. 2' CLR. < v rn I 40 6' C.M.U. �---WATERPROOFING •S. I RECOMMENDED IF ;o = ,o W > v --A WALL IS STUCCOED. --�I c RECOMMENDED IF D' STEM DIST. 3 'B' BARS V Q o O 40 2' CLR. _ � c w M - STEM DISTANCE WALL IS STUCCOED. < -� 'B' BARS WATERPROOF RECOMMENDED ui — SEE NOTE 3 B IF WALL IS STUCCOED. _ N 'E' BARS I �-fR UNDER I 8' C.M.U. 2' �n UNDER = c 8' C.MT 12' CLR. m " -� U n CONSTRUCTION = 'E' BARS CONSTRUCTION m Lszf .S. ;o 12'MIN INTO f NOTES NOTES. 0 STEM gSTANCE I J Z o ij c UNDISTURBED 12- INTO 'C' BARS 2 1/8' CLR. _ c o o x� o c SOIL or Sox N UNDISTURBED 12' C.M.U. SEE NOTE _ a � c COMPACTED FILL SOIL or 90x C4 .E. BARS I /2 UNDER COMPACTED FILL CONSTRUCTION 14 BARS M Y 12' MIN. INTO NOTES. 'F' BARS 0. 0. x r UNDISTURBED U 0 EO SOIL or 90% n N C C COMPACTED FILL 'L '— 'Kw' WIDTH 'C' BARS 3' C •Kw' O �y CLR " Y X O C FOOTING WIDTH WIDTH 'F' BARS a a 0) M FOOTING WIDTH WALL HEIGHT: l'-4 to L—Ir 'Kw' WALL HEIGHT: 3'-4" to 4'-8' KEY WIDTH MATERIAL NOTES: CONSTRUCTION NOTES: FOOTING WIDTH 1. ALL METHODS AND MATERIALS SHALL BE IN CONFORMANCE I. AN APPROVED DRAINAGE CONVEYANCE DEVICE (V-GUTTER) ' DESM OTIMA: WITH THE LATEST ADOPTED EDITION OF THE U.B.0 AND SHALL BE PROVIDED WHENEVER THE SURFACE FLOW BEHIND ALL FOOTING STEEL TO BE WALL HEIGHT V-e to 6'-0* RETAINING WALL DESIGN PER 1997 U.B.C. LOCAL ORDINANCES THE WALL WILL NOT READILY DISCHARGE OVER THE TOP OF 3* CLEAR FROM EARTH. ACTIVE PRESSURE: 60 P.C.F. (2:1 UP SLOPE 2. CONCRETE BLOCK SHALL BE GRADE N (E)POSED TO THE WALL OR IF THE DISCHARGE IS UNDESIRABLE. 200 P.C.F. WEATHER, TYPE I NON-MOISTURE CONTROLLED). NORMAL 2. PROVIDE 1 FTJ/fT OF GRAVEL 1/4' TO 1 1/2' WRAPPED LAP ALL STEEL FRICTION: MIN. FRICTION: 0.30 PASSIVE PRESSURE WEIGHT NITS (135 PCF), CONFORMING TO UBC STD. 21-4. IN FILTER FABRIC MIRAFI 140H OR EQUAL PROVIDE BEARING PRESSURE 1,000 P.SF. AND ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DRAINAGE BEHIND WALL BY EITHER: NET COMPRESSIVE STRENGTH OF NOT LESS THAN 1900 PSI. A) OMITTING1") FTHE THE FIRST COURSE �VE FINISH GR� AT WALL SCHEDULE WHICH IS EQUIVALENT TO A DESIGN STRENGTH OF 32' OIL CENTER & 2 DIAMETER MEEPHOLES AT 6' REQUIRED PSI. CONTRACTOR SHALL PROVIDE ALL SHAPES ON CENTER MAXIMUM 3' ABOVE FINISH GRADE. FOOTING INFORMATION WALL INFORMATON REQUIRED TO COMPLETE THE JOB. THIS IS NOT PERMITTED ON DOWNSLOPE CONDITIONS .F. E. KEY KEY a. N 3 CONCRETE SHALL HAVE A STRENGTH OF 2,000 P9 B) 4' DIA. SCHEDULE 40 PERF. PIPE PLACE PERF. WALL FOOTING STEM 6' HEIGHT WIDTH 'A. B. 12' A 2a DAYS AND A MAX 5' SLUMP. wKw' DEPTH DISTANCE C.M.U. 8AR5 C.M.U. BARS C.M.U. DOWN WITH AN OUTLET o END OF WALL H' p BARS BARS g �pFESS/p� 4. AGGREGATES SHALL CONFORM TO ASTIR C T, FOR 3. LAY CONCRETE MASONRY UNITS IN A RUNNING BOND. Z d MASONRY MORTAR, ASTM C 404 FOR GROUT, AND ASTM 4. HIGH OR LOW LIFT GROUTING IS ACCEPTABLE CONFORMING 1-4' 1'-1' /4 0 24- /4 0 12' 12' 3' 6' 1'-4- /4 0 24' - _ _ _ h�� H,J. co�� C 33 FOR CONCRETE TO UBC SECTION 2104.6, UBC TABLE 21-C, AND 2'-0' 1'-7' j 5 HYDRATED LIME SHALL CONFORM TO UBC STD. NO. THE GOVERNING BUILDING DEPARTMENT REQUIREMENTS /4 O 24' /4 0 12' 12' 8' 8' 2'-0- /4 0 24' 21-13, AND ASTM C 51. 5. VERTICAL EXPANSION JOINTS IN THE WALL ARE 2'-9' 2'-1' /4 0 24' /4 0"2' 12' 1'-0' 1'-0' 2'-a' 598 Y 6 WATER USED IN GROUT, MORTAR, AND CONCRETE SHALL REQUIRED AT 30' ON CENTER MAXIMUM. /4 0 24' - _ _ _ Z uj BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES 6. THIS PLAN DEPICTS THE RETAINING WALL IN A COMPLETED 3'-4' 2'-6' /4 0 24' /4 0 12' 12' 1'-5' 1'-3' 2'-0' STATE ONLY. THE RETAINING WALL INSTALLER IS RESPONSIBLE4'-0' 2'-11' /4 O 24' 1'-4' 24' p.8-30 C 7. CEMENT FOR GROUT AND MORTAR SHALL BE PORILAND FOR JOB SITE CONDITIONS AND THE SAFETY OF ALL PERSONS µ 0 24- /4 0 12' 12' 1-0 OR CEMENT O SHALL CONFORM TO UBC STD. N0. 21-11 AND/ AND PROPERTY DURING THE COURSE OF CONSTRUCTION. 4'-9' 3'-6' /4 0 24' - - W OR 21-14. AND ASTM C 150 AND/OR C 91, TYPE I OR I. µ o 12' 12' 2'-2' 2'-2' µ o s' - _ 9lF ClCC �FOQ _j� PLASTIC CEMENT IS NOT ALLOWED. 3' CLR. 40 DL4 5'-4' 3'-10' /4 0 16' /4 0 12' 12' 2'-6' 2'-6' 2'-0' Z 9. CEMENT FOR FOOTINGS SHALL BE PORTL.1IND CEMENT /4 0 24' 2'-0' /4 0 16' i'-4' /4 0 16' C z CONFORMING TO UBC CHAP. 19 DIV. I AND BE TYPE I OR I 6'-0' 4'-9' /4 0 16' µ 0 12' 12' 2'-11' 2'-ii' 2'-0' UNLESS EXPOSED TO SULFATES IN WHICH CASE TYPE V /4 0 24' 2'-O' /4 0 i6' 2'-0' µ 0 8' CEMENT SHALL BE USED. RETNF. SAME SIZE9. REINFORCING SHALL BE GRADE 40 DEFORMED BARS AND OO As • MN. SHEAR KEY LOADING DIAGRAM DOWNSLOPE CONDITION /31/2000 CONFORM WITH ASTM A 615. LAP BARS A MN. OF 40 BAR FOOTING DATE: Q� Z DIAMETERS OR AS SPECIFIED. RDNF. FIRST CW M MAY BE SET IN is MORTAR SHALL BE TYPE M WITH fc-1,e00 PSI AND SHALL FOOTING OR USE SHEAR KEY CALCS BY: D.P. a CONFORM TO UBC STD. No. 21-15 AND ASTM C 270. AS SHOWN SOW RETAINING SEE TABLE 21-A FOR PROPORTIONS OF NGREDIENTS WALL CHECKED BY: R.L.L. 11. GROUT SHALL CONFORM To UBC STD. ND. 21-19 &ASTM = $ WALL—� NOTCH Flu SOIL C 476 WITH fc=ZOOO PSI. SEE UBC TABLE 21-B FOR p, I FOOTING T--SHAPE RETAINING WALL PROPORTIONS OF INGREDIENTS. IF AN ALTERNATE MIX n R T,, W/GROUT. 5. 0. DESIGN IS TO BE USED, THAN THAT MIX DESIGN SHALL BE m m (6'-0" MAX.) APPROVED BY THIS OFFICE PRIOR TO cONSTRucMON. s MIN. TO DAYLIGHT 2:J UPSL(6' — EXPANSIVE SOIL 12- NO ADMIXTURES OF ANY KIND ARE ALLOWED 4° Dbl 3'-0' CONC. 3' CLR. a OR RECOMMENDATION EQUIVALENT FLUID PRESSURE = 60 P.C.F. WITHOUT APPROVAL FROM THIS OFFICE PRIOR To 45JUS BY SOILS ENGINEER. CONSTRUCTION. STEPPED MFOOTING DETAIL - NOTE: THIS DI�fnoN MAY 6o P.0 F. ADD HEIGHT TO THE WALL DETAIL #8 2 0 __ _ wl�- lr, �� �\\= �b��� � 0 6 ' �� .,