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2000-6375 G (Plans)NoText DAMS ) rY�� - 27 _4 TTER - EY' 25293 DATE: _! DATE: _ of - - - -- --- - � �/ • 235 --1.__ _ � _D _ f7 1�1'�•�4 3 0 — 2 _25 w _ - .. C� / _ / - _ •,- 399 r - 10 / , _ SEE LEVER O� p PERMISSION TO G _ - BY MR. JOYCE _ \ v 2� - _ TED r -fit,. -, - - - O TEZA � I _ ' , - , 195 - , \ \ 1 NTRACTOR \ \ A PRO C_T. a 7 i - _ \ IMALDI 4t U 40 0 • , \ _ \• e� - - / . ,:, , : ; . ,_:.� .. - • � , ` \ ----_- `fig 4t , " _ Q __ 29 JOYCE 2 _ ... 1 � , 401 NN'k pE1111 O 38 � /, bIR. \DEW RE a 5 DEN�RE .1 -, `b•�' \ BY 15- 311 \ 1. � DA TEO• , 0 i - 4 -- \ 1. a - 5 J 17,5 _ , - ra ; C v r_ 0 .0 1 _ -�__ � - - ,,; � ,/ . _- , � \� \'� •� \ 2 - - ' _ f%A 4 - PRO XISiJ 170 '\ \� .., , '9� - - - - , 1)0 , -- - REMOVE EXIS LID TING - / 4 i \ RD , • SLIDE MATE • - YARD - J r \ ; 65 I '\ \ _ P ROTECT E ST X , ) PALM TREE \,� - GARDALITY NN, �\ 4 1 , . �,>, 1115 \ \ \\ . \ Q p �� �o O • r DEMOLITION PLAN cd 0 10 20 40 60 DEMOLITION LEGEND GENERAL NOTE La M " SCALE : _ , Zo• `, -�:_ ` DEMOLITION NOTES ITEM BEARINGS &DISTANCES ON PROPERTY LINES ARE PER RECORD DATA. 1 CONTRACTOR TO REMOVE AND DISPOSE OF ALL EXISTING IMPROVEMENTS, STRUCTURES, © PROTECT EXISTING STORM DRAIN LINE. SYMBOL ITEM AND VEGETATION WITHIN THE DEMOLITION AREA UNLESS OTHERWISE NOTED. STORM DRAIN LINE TO BE REMOVED. IRRIGATION LINES ARE TO BE CAPPED AT THE LIMIT OF DEMOLITION. _ APPROXIMATE LIMIT OF DEMOLITION & REMOVAL ' ® EXISTING TREES AND SHRUBS WITHIN LIMIT OF DEMOLITION TO BE ❑2 PROTECT EXISTING RETAINING WALL. W �• �4S BU/LT REMOVAL. LANDSCAPE ARCHITECT DETERMINE- AND DIRECT r+ �(j / / ��� ❑3 AFTER- EXCESS MATERIAL HAS BEEN REMOVED AND EXISTING RE WALL DITCH AND SUBDRAIN. 7/o/ REMOVAL OF ,ANY TREES AND /OR SHH RUBS TO BE BOXED AND f i f REMOVE EXISTING RETAINING WALL, CONCRETE Q ( IS VISIBLE, THE CONDITION OF THE WALL WILL BE EVALUATED BY THE GEOTECHNICAL STORED FOR LATER REINSTALLATION. ENGINEER. CON TRACTOR TO PROTECT EXISTING WALL UNLESS OTHERWISE Z f ESS ,,,. . . - Q� /0 DIRECTED BY THE GEOTECHNICAL ENGINEER. CONTRACTOR BID SHALL INCLUDE 7 r OPTIONAL ITEM FOR REMOVAL AND REPLACEMENT OF WALL. 0 100C)UNTNEY F BEAR G BASIS O �:nZ 01 No. 25293 m Engineering g an Surveying Civil En irin & Land Surve in 4 LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND TO BE FIELD - VERIFIED BY THE THE BASIS OF BEARING FOR THIS PLAN IS THE CENTERLINE OF L j `n W Exp. 12 /3t /ot RANCHO ENCINITAS DRIVE SOUTHERLY OF LOT 2y BEARING W 44M DPW CANYOAt F10A 3. euTE eM CONTRACTOR PRIOR TO CONSTRUCTION. W W ,� ��\* , l N66'3$'00 "W PER MAP No. 9G51 RECORDED IN THE COUNTY C'V SA" � CA �,� [e�s 57B-e2oo Z � Z - OFF CAL ©9889 po NTNEY s AssoclATES. NC. 0 CONTRACTOR TO REMOVE EXISTING INLET. OF SAN DIEGO, STATE OF CALIFORNIA. 0 0 O REVISIONS APPROVED DATE REFERENCES DATE BENC>I MAW SCALE DRAW APF'€ �OVALS CfTY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT pRAWiNG N0. W Q (IL °'- - -- - ----- - - - - -- -- PLAN PR R D UNDER SUPERVISION OF RECOMMENDE A RO AS 7 117r DESCRIP110N. OC -0013 CHIS SQ TOP HOWL �IRKD IM1N STEEI FN PSI - RANCHO ENCINITAS _ _ - -- LOCATION SW CM NIT El CAMINO DE NORTE & RHO SANTA FE RD HORIZO 1 2- 23 -00 ° =20' DATE BY: BY: - 23 FT W. RHO A 1E & 60 R S El CAN) DEL WRTEC�I - DEMOLITION PLAN RECORD FROM: - COMITY OF SAN DIEGO VERTICAL N/A a : R.C.E. NO. — 7'�3' D D MAW 119 76 DATUM:- U.S.C.k G.S. ENGINEER EXP 12 -31 -01 SHEET 2 OF 13 REVISED: 5 -8 -00 • 2 3 = ,e .00 o GVII P ' T. � o P . " = - �/ �� P. 1�0 T.O. P. — - - - - T 0 190. P �� - 11�• ' �_ 1/4:1 SLOPE T.O. P 11.5 J - _ 190 00 VO 1• 0 ' f 5 I ♦ � - C � � ,. � , � � 1 1 0 , I• l ON Ax 110 - /1� �' t9!� ;. I t�0 150 _ . , N I ". ADE '190.25 v 190.25 N °28 ii �� �� 190.20 Z -= 190.0 Nw�'B 29.44' , op T {r TO. P. LO W �-'-� X86 0 � i I 11 T / 18 Z • - f o .. 0 9 , G ,a'' �n a d Pr . i � � i_-- -- — _ _ %ii :� X82• - _ J TOP o o .�/ how P 0) _ °° J ` 1 w � _- -- _... . ` T ' 1 �/ Wz. 00 _ �0 c a Io ao. Q 0 '� l �; �o r �8 0 Cv -2e , ' �b aim � Q Q r • - a l i C � ^ f , _ IAJ 17 4 0 • DO A, i 6 " I V v �J ' 0. _ i . y . Q CONNECT TO EXIST SUBDR \ ` 1 �00 �`� AT BACK OF WALL 5 �� ' / /! O q0 l 1 SEE SHEET 4 - AS DUI LT BACKCUT & SUBDRAIN LEGEND BACKCUT � SUBDRAIN NOTES BACKCUT & SUBDRAIN PLAN / �o / /T /o �` • w K) 0 5 10 20 30 SYMBOL ITEM lO SUBDRAIN TO BE CONSTRUCTED AS PART OF NEW RETAINING WALL. GENERAL NOTE n VERTICAL SHORING (REFER TO DESIGN BY STRUCTURAL ENGINEER) Z n ��� BEARINGS & DISTANCES ON PROPERTY LINES ARE PER RECORD DATA. Q s TOP OF CUT (REFER TO DESIGN BY STRUCTURAL ENGINEER FOR GRADE BEAMS & ANCHORS) QROFESSi SCALE: t 10' o - � � L. sr . . Vvy _ = 6" PERFORATED PVC AT 1% MIN SLOPE SEE 4 �� ��� F� BASIS OF BE ARING : V, to �- PC)UNTNEY 0� 182.00 G No. 25293 m THE BASIS OF BEARING FOR THIS PLAN IS THE CENTERLINE OF LLJ 178.00 STEP IN ELEVATION a Exp. 12/31/01 Civil Engineering &Land Surveying RANCHO ENCINITAS DRIVE SOUTHERLY OF LOT 29 BEARING L,J Lj Lit PVC PIPE ®1% MIN SLOPE, SIZE INfltCATEO ON PLAN %P -* aY cAnnron� AoAO, S LATE eoo l�rEOF CAL © 9996 PCLPn `fob`'', SAN CE OO4 CA Seim (SM 678 -eeoo OF SAN OF CALIFORNIA. RDED IN THE COUNTY ! Z TEY 6 ASSOCIATES, PVC 5 0 0 Z 0 = REVISIONS APPROVED DA TE REFERENCES DATE MAW SCALE APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. L,j Q 0- AS PLA PR E UNDER SUPERVISION OF RECOMMENDED A OVE --_ -- - - -- DESCkIPiION: OC -0073 CNIS SO TOP HDIM� I�RKD WITH SiLEI FN PST "_ , DATE : 2 -23 -00 9 Y: .- __ B Y: ____ RANCHO ENCINITAS LOCATION SW COR IT EL CAIrNNO K IIWWRTE k RHO SANTA FE RD 1 10 23 FT I RHO SANTA FE & 60 FT S EL CAi DEL NORTE CA t�ORIZONTAL RECORD FROM: COUNTY OF SAN DEGO VERTICAL N A -- - R.C.E. NO•: 25293 DATE: _ DATE: ? -� -_�a BUTTRESS KEY /BACKCUT & SUBDRAIN PLAN ELEYATNWN. 119.476- DATUM U.S.C.& G.S. ENGINEER 12- 12 - 31 - 01 SHEET 3 OF 13 REVISED: 5 -8 -00 Y/ v , SEE SHE T 3 � -- - -._._ _ - - -.'" -.. � ` - Ak* <,t \ i _. �. J" � �G'irr• f ly / / _ - TW .1$0.2 - - - - - \ -- � 0 33 \ C .1010 y c- TW 178.76 O z TG 182.00 TG 176.98 ' S JOYC E �. / Ks ;� _ �- � _ \ cti t , , ' `$ BERM - DEMERE - D ATED: s -9� 311 r - - - - DAYL HT U'l + � - 1 75 000 \ \ c - 1 _ _ >• 0 - f 29 f' 2 9 ` ♦ F / \ r \ -00 1� _ g .. ... - -L. _ I `• g ` Y g r t t Ty - tQ ` a LO 1 ' __ GARDAru'TY \ '� , 6 [11 151 ► - -.. 1 yr Q"� -� \ �- •- '< \..; , \; ,- _..\` \-�_�- _ _ _- ..__.__ --� - _ ♦ — r - OPP w - - i - h y�ilWT ira.+rar+ SERVICE LMIES TO 1119 AND 1113 7 12.0 ENCINITAS DR. IN THM NOCU Y 43 - Mfg - 0 \ . D } - - r, , 150 / ♦ d \ \ / \ = o �. '/' ° f ° = - O - b r 5 -- , , 1 i ' / r P - - T� 3 O , _ , : _ - 1 1 .3 0 \ 150 _ _ r ` , ( _ y RI FL ELENA ON ANp A JUST �_. r U LINE I NEEDED. o 2 P ��N CO CT T6 0 EXIST. INLET 1�0 --_ `% . . 0 FL 122.5 - --- - CONSTRUCTION NOTES: GENERAL NOTE 0 10 20 SHEET LEGEND PLAN 10 Q LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND 4O CONTRACTOR- TO CONTACT USA FOR MARK OUT OF EXISTING Z SY MBOL ITEM STANDARD DWG No , 40 60 OFESSi TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO LINES & TO POTHOLE CROSSING TO IDENTIFY POTENTIAL BEARINGS & DISTANCES ON PROPERTY LINES ARE PER RECORD DATA. v Q� °N� CONSTRUCTION. CONFLICTS PRIOR TO CONSTRUCTION & TO NOTIFY ENGINEER 6" PVC AT 1% MIN SLOPE D -60, D -61 - SCALE. 1" 20' �������� L Sl � ` `\ 2 CONTRACTOR TO VERIFY ELEVATION OF EXISTING OF ANY CONFLICTS AFFECTI _ IN TALL 0" OF THE LINE. BASIS OF BE ARING : • • 0 PC )UNTNEY z LINE PRIOR TO CONSTRUCTION & TO NOTIFY ENGINEER e THE BASIS OF BEARING FOR THIS PLAN IS THE CENTERLINE OF Z rn 0 CLEANOUT S -3 (MODIFY CAP TO READ STORM- DRAIN) Civil Engineering & land Surveying E p. 12/319/01 OF ANY CONFLICTS AFFECTING INSTALLATION OF THE LINE. AS Z ' UIL r RANCHO ENCINITAS DRIVE SOUTHERLY OF LOT 29 BEARING Ld w w 4455 nAua 82123 -rY CANYON AoAw, eLETE 200 * * 3O CONTRACTOR TO SAWCUT & REMOVE PAVEMENT. f 0`117141 N66'30'OD "1A� PER MAP No. 9031 RECORDED IN THE COUNTY — (r Z � BAN CA Bg (S 67B -'9200 l +r CI ��� BACKFILL & COMPACT TRENCH AFTER INSTALLATION OF SAN DIEGO, STATE OF CALIFORNIA. �C 9899 POUNTTEY 6 ABEC=ATEB, INC, FoF CAL\ OF LINE; PAVE TRENCH PER RSD G -24, TYPE "A" z 0 -r Z 0 _ REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. w - C 0 - PLA PRE D UNDER SUPERVISION OF RECOMMENDED A RO s�,� _ __- _ _ _ _ _ < < �Z ___ __- _ _ __ _ __ DsCMpTION: o c -�13 ►s so TOP Hoy �� STEEL FN Psi RANCHO ENCINITAS75—G LOCATION SW COR NT EL CAM DEL WE RHO $AN1A FE RD HORIZONTAL 1 " =20' DATE 2 -23 -00 g Y: 1�d B Y: _ -_ -- 23 FT I RHO SMTA fl & w FT S - EL CAMS DEL 01 Cf L 25293 RECORD FROM. -- COUNT�>OF SAN DEG_ 0 VERTICAL N/A R.C.E. NO.: DATE: Q _ DATE: -L - - -oo SUBDRAIN CONNECTION TO INL ELEVATION 119.476 DATIM: U.S.CA G.S. ENGINEER EXP 12-31-01 SHEET 4 OF 13 REVISED: 5 -8 -00 DAVIS ,� _ _ y ,_ / r Y . t J V / SEE TE ,1 fljOl� O G. / ?IIr � R F11611 .-� ti t �� _ _._ _ _ � ,� - PERMISSI� AIDE. ft M D AVIS t�iGCll17 4r DATED 12=- � - -- - X30 -- - - OTHERS, ��. J N REFE - TOHEET 3 -- SHORING DETAILS BY --•�. - - - < 6L _ s' `- _ - J _ _ 135 - -1� 22831 TYPE B - - - _ _ _ �r � ✓ �' -- - - � I�Af�( DI T al- �/7 Mo n -- - / _ L — 39§, 72 ! _ -� _ - -� - ><_ _ _ W ` y i 1 — - 1 _ - .-� -�— r . �` •"'\�__ - -- _�.. 115 �\ �,._,� _ - `_ --___ �' ,.r 7� i • Nip � - - _ . Z1� - _ 215 - -- O i RIN B ERS, 40 0 DETA HY_- TEZA � x 105 - ____ —_ - - -- - -195 - - ----- i �l 7 - -- I� r CH won" -: � / CONC � ALE - - -- - - -- - � 28 & RET. WALL L GRIMALDI __ � 14 -, - 1 l C S v MAT CONCIS E TW 0.2., 05 3 0 J 2 � TG 176.98 JOYCE `� q) L . 0 of 1119 - »B» `\� < i f - - - ROW DITC CONSTRUCT TYPE "F" INLET L \ \_ SETTER 39 -- - r /' "Y ! CONNECT TO EXIS HNIG 12 ,LftE 4 / i o (( A� pERMItSON /� - - 8Y WEAR. \�EMERE DEMEFiE ♦ / / D .2 -15 -9� � --- x- - - — DA °� 311 - — - - - -- - - -- -180 -- T F 7 \� � 0 , - r TOP 175.0 , \___ _ � ♦ / A Y j - ._ _t FL IN 173.88 _ \ �. C DAYL TUNE / 40 7!5 L` (� - 170 � UCT s C FCB OU \ CONTRA TOR TO C 'NECT \ ' ` PER R$D -D- / r APPROX LIMITS OF GRADIN � ♦ SEE TO EXISTI BROW D H. REGRADE YARD TO DRAIN AT 1% MIN. is ON � Q E TO MATCH EXISTING. Y MS. GAR I , l e , O s • C� ♦ / pdF' GARDALITY — � C� - -- _ X60 1115 0 2 6 S �R�IN LINES ` / 0� �,O• O \ GRADING LAN LEGE SYMBOL ITEM STANDARD DRAWINGS Q i — BROW DITCH TYPE "B" D -75 GRADING PLAN GRADING PLAN NOTES: GENERAL NOTE c a 0 10 20 40 60 1Q CONSTRUCT NEW RETAINING WALL. COLOR, BLOCK TYPE, ETC. OF BEARINGS & DISTANCES ON PROPERTY LINES ARE PER RECORD DATA. TERRACE DITCH TYPE "C" D -75 WALL TO MATCH EXISTING WALL. CURB OUTLET D -25 I- r, x;= 2❑ SCALE: i" _ 20' WA ELEVATION TO MATCH EXISTING. CONNECT NEW SUBDRAIN V ® TYPE "F" INLET D -7, D -11, D -61, M -2 AND BROW DITCH TO EXISTING. PROPOSED RETAINING WALL PER C -4 3] CONTRACTOR TO FIELD- VERIFY FLOW LINE ELEVATION OF EXISTING 12" LINE PRIOR TO CONSTRUCTION OF INLET VERTICAL SHORING (REFER TO DESIGN BY STRUCTURAL ENGINEER) AND NOTIFY ENGINEER OF ANY DISCREPANCIES AFFECTING B UI LT TOP OF CUT (REFER TO DESIGN BY STRUCTURAL ENGINEER FOR GRADE BEAMS & ANCHORS) CONSTRUCTION. CONNECT EXISTING 12 LINE TO NEW INLET. f / • - ® LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND TO BE BROW DITCH -TYPE "B" D -75 w ^ DAYLIGHT LINE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. Q 5Q HIGH POINT IN NEW CONCRETE DITCH ALONG TOP OF SLOPE AT Z _ �., 240 FINISH CONTOUR LINE BACK OF WALL. 4Rpf ESS /pN EXISTii�G FOR THE CONTRACTOR ROPOSEED ADI G CONCRETE DITCH - ,,4� �`�* ` L sr`��y GR OF INTERIM EROSION BAS OF BEARING to • • O SPLASH WALL PER 3 P N TNE y �, z AND SEDIMENT CONTROL, FINAL IMPROVEMENTS AND PERMANENT IX Z U No. 25293 rn THE BASIS OF BEARING FOR THIS PLAN IS THE CENTERLINE OF W V) EXISTING RETAINING WALL Civil Engineering & Land Surveying W Ev. 1231/01 EROSION AND SEDIMENT CONTROL DEVICES. RANCHO ENCINITAS DRIVE SOUTHERLY OF LOT 29 BEARING Ld W Lv 4455 n�Y CANYON FIono, BLEM MO * * '' " V1� PER MAP No. 9051 RECORDED IN THE COUNTY - EXISTING STORM DRAIN LINE BAN oEOO. CA �,� te6e) dje -8200 s � �� 7Q REFER TO NOTES 1❑ & F2 N66,i000 IF WALL IS TO BE RECONSTRUCTED. Z (r Z - 95- - - -- EXISTING CONTOUR LINE 0 IBM PMRSITTEY 6 AB80CIATM NC. 'IFOF CAL1f pQ�� OF SAN DIEGO, STATE OF CALIFORNIA. u Q O REVISIONS APPROVED DATE REFERENCES DATE MAFriC SCALE iT ___B T DESCRIPiION: OC -0073 CHIS SO TOP APPROVALS CY OF ENCINITAS ENGINEERING SERVI DEPARTMENT DRAWING N0. w < ICL .oZ HDIM� IIRKD WI1H S1EEl FN PST PLAN PREP UNDER SUPERVISION OF RECOMMENDED A RO D A _ - -_ -_ -- � _— _ _.: ___ -- LOCAiION SW 0 NT EL CAMNNO DEL 01 do SANTA HORIZONTAL 1 -FE RD =20 DATE 2 -23 -00 BY: , AA - -- BY RANCHO ENCINITAS W7:� _ 23 FT w. SANTA FI do . 60•FT S 9 0 C NORTECA R.C.E. NO.: 25293 _ _ i3 -o GRADING PLAN RECORD FROMt COUNTY OF SAN DIEGO _ N A D ATE: _ Qo DATE: ELEVATION: 119.476 OATW U.S.C.& G. VERTICAL S ENGINEER EXP 12 - 31 - 01 SHEET 50 13 REVISED: 5 -8 -00 i DAVIS • 2� 1161 �TTE - -_ /� �' • OD -- -- - PERMISSt BY-MRS. DAVIS �i 2 DATED 12 =. 30 •REF EE T 3 - - .. _ E L i s - TAILS Y HOPING DE B - — - _ ,. . a� I� ROwI� " 25 - ^ 20 { — 399.7 2 t 220 -- -- _ 10 ` d?- - _ - _ '21 - - - - - -- 5, - -- -- _ _ " 200• - - - -` - _ _ OP { - - ,\ � 21 g — ._____ { X_ �x Q . �r r� ORIN 13 ERS, 40 _ SH T3& r �\ t --�- _ 105 — r 5 ,8 �\ \ - S _ \ 200 E1 _ a _ _ GRIMALDI 1 _ i _ t - h JOYCE Ak ' ./ 1119 I& LIE Ti"ER 39 2 r� 7 5� f -- - RMI ON T \_ DEMIERE - .� - i x. ti � _ B DEMERE 'i t DATED: � 2 -i -w- Q 5 : 180 J R _ c c` t . N j 1 i h� 1 `g c� i REFER 0 SlItT F 5 s o °" 0 H►Y MS, GAR TY - _ T ZO(A 16� C ) GARDALITY 30 J � / I" �°�•�� OF �r� _ f' ro - EROSION CONTROL PLAN EROSION CONTROL NOTES } 0 10 20 40 60 Z 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BALDWIN CONSTRUCTION AT 760 438 -9275 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED V " EROSION CONTROL LEGEND GENERAL NOTE SCALE: 1" = 20' 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE HEREON. RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ONSITE AT CONVENIENT LOCATIONS TO 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE BEARINGS & DISTANCES ON PROPERTY LINES ARE PER RECORD DATA. FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. CON CLUSION OF EACH WORKDAY. SYMBOL ITEM STANDARD DWG No_ 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE 9. ALL REMOVABLE PROTECTIVE DE. CES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY —X-6 — —X—a DEBRIS FENCE D -82 EROSION CONTROL CONSTRUCTION NOTES ENGINEERING INSPECTOR. WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER � 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. W _ SANDBAGS Q DEBRIS FENCE TO REMAIN UNTIL SLOPE VEGETATION IS FULLY ESTABLISHED. 000 SATISFACTION OF THE CITY ENGINEER AFTER EACH RUNOFF- PRODUCING RAINFALL. 10. SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE (909 COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW Q 0 CONTRACTOR TO ENSURE ALL DITCHES ARE CLEAN AND FREE OF SILT AND OFESS� INSTALLED IN ACCORDANCE WITH SECTION 35.0023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF Z DEBRIS PRIOR TO ANY ANTICIPATE RAIN AND AT END OF CONSTRUCTION. eR o CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. ° ARISE. ci J • / � 4 6. � z THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC BASIS OF BE ARING : Of (/) Z POUNTNEY 0 No. 25293 � TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. THE BASIS OF BEARING FOR THIS PLAN IS THE CENTERLINE OF W AS 8 UI LT �-� Civil Engineering & land Surveying EV. 12/31/01 RANCHO ENCINITAS DRIVE SOUTHERLY OF LOT 29 BEARING W (/-,% 44M K4LA:F4-Y CANYON FV3Aa eurE eoo T c � v �� p oA � - ���* V N66'30'00 "W PER MAP No. 9051 RECORDED IN THE COUNTY Z Of Z CA BAN DEOO, C BeIM (BBB 679 -Bee f OF SAN DIEGO, STATE OF CALIFORNIA. /t�� © 1899 POUNTnEY & ABBOCIATM NC 0 O R EFERENC ES AT APPROVAL..rS CITY OF ENCIN ITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. w Q Q- REVISIONS APPROVED DATE D E BF�VC�'I MARK SCALE AS .B UILr 4 .ai PLA P E UNDER SUPERVISION OF RECOMMENDED A RO �. _ _ _ _ DLSCMPTION: oc -oo�3 cols sa ToP Ho�l I�RKD VMTH S1LEL FN PSI . RANCHO ENCINITAS - - - - -- LOCATION SW CM MIT EL CAMINO DEL NORTE & RHO SANTA FE RD DATE 2 -23 -00 BY _ � _ - BY. W75-G 1 HORIZONTAL 20 23 FT I RHO SANTA FE & 60 FT 5 EL CAMINO DEL NORTE CA 25293 R.C.E. NO.: DATE: _ DAM: _o� EROSION CONTR RECORD FROM: _ C011�ITY Of SAN DIEGO - VERTICAL N/ �� � - � -a- BRATiON: 119.476 DATW U.S.C. G.S. ENGINEER EXP 12 -31 -01 SHEET 6 OF 13 REVISED: 5 -8 -00 AINAGE D11CH FL ELEV PER D-75, TYPE "B" SHOWN ON DAYLIGHT PLAN 2' MIN COVER 1 96 2 WALL TO MATCH EXISTING B RETAINING WA R`E ; �/ �/ . • ;� S! , COLOR, FL ELEV TERRACE DITCH SC OPE TEXTURE AND CAP SHOWN ON PER D -75, TYPE "C" _ / ,$= PLAN = - CONTINUOUS GRAVEL DRAIN 6 ' GRADE BEAMS AND WRAPPED IN GEOTEXTILE FIBER ANCHORS BY OTHERS, DRAINAGE DITCH REFER TO SHORING DETAILS PER D -75 -TYPE "B" BY SOWARDS & BROWN 6" DIA PERF PVC SLOP DRAIN PIPE PROPOSED EXfST 6" DIA PERF PVC HIGH POINT PER 6 i °` 1 4:1 SLOPE - GRADE BREAK 7 � r / RETAINING WALL FILL SLOPE ; \ DRAIN PIPE PER PLAN PEA RSD C -4 5 , \ � / � / \ / \ � j PER 7 • _ / /ice 1% MIN 1% MIN _ \i \ \i \`i \`i \ \i \`� �-�•-- •�''.. _ 6" DIA PERFORATED PVC, DRAINAGE DITCH / \ ii / \ij \ / / \ /j \ / /.�/ :: \: \/\ \ \� w\ DRAIN TO EXISTING WALL , " % \,�\ / / /\ \ / / \\ / / /�\\ 7> PER D -75 TYPE "B ELEV SHOWN �Y /�� / _ -_ - \� \\ \ \ / BACK CUT �' >z /, >��= / ON PLAN '�i�i< i�i�i� % wj / vvj / vim � v 1 CUTT. PER LF 6" DIA PERF PVC RETAINING WALL DRAIN PIPE 4 ' PER 2 PER 8' 7 NEW SUBDRAIN- i 1% MIN ELEV SHOWN ELEV SHOWN ON PLAN ON PLAN TYPICAL SECTION AT WALL 2 TYPICAL CROSS SECTION OF BUTTRESS FILL j ,s" MIN NO SCALE 7 SCALE: H: 1 " =10' 7 SCALE: V: 1 " =5' j� CY O 00 o ° o; ° / �t� \ \/ a o 0 0 0 0° �J O U O °gip o O Cp \ \ 0000 00 Cam, o ° � ° o � °o b o ° ° ° ��� /j o ° b ` °o U � o� o Al o 0 0 ° 0° 0 0 0 y O o 0 9 ° 0 0 ° 0 0 0 0 ° �° 0 0 0o O O o ° i� \ ail 0 0 MIRAFI 140114 OR EQUAL �° 00 0 c�'c 0 0,O SHORING BY OTHERS, ° o 0 0 ° c O b REFER TO SHORING DETAILS °O 0 yv vi�v \ ° o ° �� PLACE CONTINUOUS GALLERY o 0 0 ° o O ° °0 0 �°o BY SOWARDS & BROWN (3/4 MAX CRUSHED ROCK) 0 0 0 ° O o O 00 o X 000 ° Q l I� OF PERVIOUS MATERIAL �° 0 0 0 b0 �j� o A 0 0 00 / \/ �\ 0000 0 o 0° 0�� ° 00 ° Ono 0 0 �// AA A //v 0 0 � � �o ° 00 01 , / \/ 0 0 o O g� 4 vA 0 0 ��i / / � ° � o \ /\ /\ /\ /� \/ 1 4:1 SLOPE 00 MIN /i / Q \ \ice \ % ° o O ° o o Z o ° \ \ / �j \ / /j \ / /j / j \/, / ° O V °O o g O O �/ \ \ \ \� P \ / / \// o ° O o n ° O o C ° \ \\ \ \\ \ Q o O o °o V o O / �' O ° o O o OO °� MIRAFI 140N OR EQUAL \, O �` J L ` o ° PLACE CONTINUOUS GALLERY /// o " n/•+ h PLACE CONTINUOUS GALLERY /� Ct O (3/4 MAX CRUSHED ROCK) ° ° 0 ° o p GRADE BEAM AN G' 4" \ °o ° ° OF PERVIOUS MATERIAL O° °�oG O O °o X0 O ANCHORS BY OTHERS, o (3/4" MAX CRUSHED ROCK) O o ° MIRAFI 140N MIN _ a. ° C o ° - °° 0 ° REFER TO SHORING DERAILS OR EQUAL 0 ° o �C: OF PERVIOUS MATERIAL ° FL ELEVATION o O0 000 0 0 o 0 O 0 BY SOWARDS & BROW N 4 MIN 6 CU. FT. PER LF 0 U °o o 0 SHOWN ON PLAN ° O o C ° ° 0 ° ° , 3' TO 4' 2' HIGH, 6" MASONRY °° 0 °0 °° TO 4 FL ELEVATION 3' ' ) ° o ° o ° 0 ° o � O BLOCK SPLASH WALL. - ° ° MIRAFI 140N o ° O 00 0 0 ° eo° o O FL ELEVATION \y , ,° O o ° L SHOWN ON PLAN °o o GROUT ALL CELLS ° ° ° �/ SHOWN ON PLAN OR EQUAL \ / / \ \// 0 �0� 0 o 00 0 ° �' v VAS Q n o rJO O � ° o� C� /vv /VV vv 0 0 O o J o °o( oo O Oo o ° d' 1 I � ° o AR ®16" O.C. o O° ° ° v %iv //v v i w o O _ O B - v v O 0 �� v vj o o o ° 0 0 0° �j o 0 0 w / /v� 6" DIA PERF. PVC 0 ° \ /A/ � 0 0 0 0 6 DIA . 0 PERF PVC ;/ O o � 2 , NEW CONCRETE DITCH o ° �- o ° ° 0 o U o 0 0 . '� / % /jy y / / 6" DIA PERF. PVC ��0 0 0 ° OO °� O o w v vv PER PLAN 00° 0 0 o O / / / / /// / / / / /j�_ A \ \ \ V V " �'v may' Vim; `' VA < 1 MIN v Z � Z 1 2 c Z _. -_ - _- MIN U If 3" (TYP) 3' 3' I PCC FOOTING VERTICAL SHORING 5 SUBDRAIN DETAIL 6 SUBDRAIN DETAIL . 4 SUBDRAIN DETAIL FOR V • No SCALE. 7 � W r .. SPLASH WALL 3 NO SCALE 7 NO SCALE 7 ��� Q A NO SCALE 7 %S DUI LT" � /o�iT /off z Q �pfESS/ ON V POUNT BASIS OF BE ARING: � • • � �(nZ LA Z UJ W .12539301 RANCHO ENCINITAS DRIVE SOUTHERLY OF LOT 29 BEARING Civil Engineering & Land Surveying THE BASIS OF BEARING FOR THIS PLAN IS THE CENTERLINE OF cA��tYON �� E eoo W W UJ 44M �Y N66'30 00 W PER MAP No. 9051 RE IN THE COUNTY Z (X Z * BAN coo, CA BRIM tie] s7e -e�� Pot c' % . OF SAN DIEGO, STATE OF CALIFORNIA. 500 Q OF CA �� © IBM s ABBOC i W- Z 0 _ 1T F l1F�� APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT RAWING NO. Z LI Q T— REVISIONS APPROVED DATE REFERENCES DATE MAW S CALE RANCHO ENCINITr"%%j PR P R DER SUPERVISION OF RECOMMENDE A RO D x375 --G %c DESCRIPTION: OC -0073 CHIS SQ TOP HDWL "D WITH SILL FN PST B OLT - - -- , DATE 2 -2 8Y: A6 - -- - -�� -- BY: LOCATION SW COR NT EL DEL 01 & RHO SANTA FE RD HO�ZON TAB AS SHOWN 25293 DETAILS AND SECTION 23 FT w SANTA FE & 60 FT S El CAMW DEE NORTE CA R.C.E. NO.: DATE: _ I j i * - DATE: � 00 SHEET 7 OF 13 — AS SHOWN RECORD FROM: COMITY OF WW DEGO - -_ - ___ VERTICAL ENGINEER EXP. 12 -31 -01 ELEVATION: _ 119.476- DATUM U.S.C. G.S. SIM REVISED: 5 -8 -00 IRRIGATION LEGEND SYMBOL DESCRIPTION MANUF. MODEL PSI GPM RADIUS 4 STATION v SPRAY HEA - HALF RAINBIRD 15H 30 1.95 15 CONTROLLER CONNECT NEW MAINLINE TO EXISTING MAINLINE / ` ON EACH PROPERTY. CONTRACTOR TO VERIFY ` OO ROTOR - PART CIRCLE QTR. RAINBIRD T- S- T22 -0.65 35 0.65 22 THE LOCATION, SIZE AND PRESSURE OF THE ROTOR - PART CIRCLE HALF RAINBIRD T- S- T22 -1.3 35 1.30 22 EXISTING MAINLINE. Q ROTOR - FULL CIRCLE RAINBIRD T- S- 1722 -2.5 35 2.50 22 LOT 27 SCH 40 GALV. STEEL PIPESLEEVE OVER 0 ROTOR - PART CIRCLE QTR. RAINBIRD T- S- T30 -1.0 35 1.00 30 BROW DITCHES AND SLOPE SHORING. DAVIS TYPICAL SYMBOL. EXTEND SLEEVING A ® ROTOR - PART CIRCLE HALF RAINBIRD T- S- T30 -2.0 35 2.00 30 RESIDENCE 2 1 MINIMUM OF 12" BEYOND BROW DITCH Q ROTOR - FULL CIRCLE RAINBIRD T- S- T30 -4.0 35 3.31 30 1" 1" AND/OR SHORING, BOTH SIDES. O _ 3.9 5 .2 � ROTOR -PART CIRCLE QTR. RAINBIRD T- S- T40 -1:5 35 1.80 35 _., ® ROTOR - PART CIRCLE HALF RAINBIRD T- S- T40 -3.0 35 3.90 41 _ X 1 " 1" �4� 3 0 ROTOR - FULL CIRCLE RAINBIRD T- S- T40 -6.0 1 35 1 6.70 43 1" PRV WITH OUTLET - ? ~ 4" S.Q ?� ADJUSTABLE CHECK VALVE FOR ROTOR HEADS RAINBIRD ACV -075 PRESSURE OF 40 PSI ' 2 1 3/a - 2 / & REMOTE CONTROL VALVE RAINBIRD 100 -PGA LMT OF DEMOLITION PER THE CIVIL ENGINEERING PLAN. 2 . �%' » '`� �` 3/4 "- 8.1 CONTRACTOR TO VERIFY EXACT EXTENT OF DEMOLITION fj 3/4" 2 �_�_ 3 / 4 "' ` O PRESSURE REDUCING VALVE WILKINS SERIES 90 - 1" AND REPAIR OR RESTORE IRRIGATION SYSTEMS DAMAGED r /" i 2 - ,_........._..._..._ 2 .- -- -- -" --'-r - -_- - �,1" 3 ® BALL VALVE NIBCO T -585 LINE SIZE .... 4 ```� `` ` 5 DURING DEMOLITION THAT ARE NOT SHOWN ON THIS PLAN. " ..... - _ _ - 2 7 3 / /4 ���� � 3/4 1 AUTOMATIC CONTROLLER RAINBIRD ESP SERIES SEE PLAN FOR SIZES CONTRACTOR TO PROVIDE ALL NECESSARY EQUIPMENT, _.� �-- -- �" --�- -� 1 _ _ ; _ 2 3/4 �- 11 .3 MATERIALS AND LABOR FOR FULL RESTORATION OF 1 j 1 " -� �'�\ ` ` �'�� `5 ,\ Q IN -LINE CHECK VALVE KBI UVC SERIES LINE SIZE USE 1" FOR 1 1/4" PIPE --- -DAMAGED SYSTEMS. 1 •t �% 3/4 4 _ _ r 3/4" 3/4" l \ \ �� ` 1• -� PRESSURE MAINLINE PW PIPE SCH 40 -SIZE AS SHOWN ?, .1 /4" 3 2 � /4" � s \` _ . �, NON - PRESSURE LATERAL LINE BURIED PW PIPE CLASS 200 SIZE AS SHOWN log 2 3/4" 5 10.6 s 3/4" - -�,\ \ , 5 NON- PRESSURE LATERAL LINE ON -G � (ON-GRADE PW PIPE SCH 40 SIZE AS SHOWN UV RESISTANT 3 4.2 / 3/4" / 3/4" f - - - - - / _ _ 2 s ` 1 - - - - - PIPE SLEEVES OVER BROW DITCH & SHORING SCH 40 GALV. IRON PIPE. 2X PIPE SIZE 1" - - - 1" PRV WIIW OUTLET 4.2 3/4« -�` ''., . 5 3/4 s ! f � f- 6 STATION 4 T PRESSURE OF 40 PSI / 314" / 2 / 3/4" 6 CONTROLLER S ATIONWUMBER 3/4" ��' I V 1'• VALVE SIZE P �: �" a l N 5.0 16.0 GPM REPAIR OR RESTORE EXIST 44* IRRIGATION 3.2 1 2 / \ `� / 3/4" / 3/4 3/4" 9 \` 1 !- ``� �" / ,', ° � , ��.,. �`� " � 1 - SYSTEMS WHERE SITE DISTURBANCE IS 3/4" LIMITED. CONTRACTOR TO PROVIDE ALL / /� ' l� 2 � e ; - �` 1" PRV WITH OUTLET NECESSARY EQUIPMENT, MATERIALS AND / 3/4" - _ t id�x 5 PRESSURE OF PSI LOT 40 LABOR FOR FULL RESTORATION OF DAMAGED � 2 � �''-- ` - � � �� . •> , 1" ' P N � � 1 f _ _ TEZA PICA SYMBO � 2 --... 1 � \. _ - SYSTEMS. TY L S O - _ � � _ " 3/4" » , -, l4" , j' 3/4" ` - ~,-;;- - 6 \\�\. 1 -1 /4 RESIDENCE ") , 1 2 314" - - - -- \ \\ 3/4" 5 3/4" \ _I \.\ ` \ 5 J 1" 1 -114" g \ \\ \ 3/4 \ 4 4 STATION 3/4" 1 " y `\ a CONTROLLER 1 3/4" / 1" PRV WITH OUTLET ,/ 2 PRESSURE OF 35 PSI ��/ P \�, �-- 1" PRV WITH OUTLET 3 / 4 " 3 /a" 6 j" ` �!• LOT 28 „ PRESSURE OF 50 PSI 6 - P \�\ FOR VALVE 5 AND 40 9 3/4" 5 GRIMALDI 1 l.s / 1.. �/ \\ 1 -1/4" PSI FOR VALVE 6 ` 3/4 " ; 3/4" RESIDENCE _ .. 1" PRV WITH OUTLET­--W- `\ 3/4 3/4 .� PRESSURE OF 60 PSI 8 %/� 3/4" 3/4 `. 5 `,� IN -LINE CHECK VALVE. CONTRACTOR TO ADJUST 2 4 ! 5 -__._ """' LOCATION AS NECESSARY TO MINIMIZE LOW HEAD DRAINAGE. / 2 CONTRACTOR TO INSTALL RAINBIRD ADJUSTABLE CHECK 6 STATION CONTROLLER 2 `3/4" 3/4" ', VALVES AT LOWEST HEADS IN EACH SYSTEM TO MINIMIZE LOT 29 M 8 � - �1; 3 " \ LOW HEAD DRAINAGE AT EACH IRRIGATION CIRCUIT SHOWN. 44 3/4 3/4 / a 4 JOYCE / � 3 1.5•• RESIDENCE 3/ 7 % x 2 25.1 6 ` �' " % SLOPE SHORING PER CIVIL LOT 39 $ 1 � -1/4 3/4 �� , 2 2 ___ 2 ENGINEERING PLANS DEMER 5 E 17.4 / , « -� i 3/4 � , 1.5'• / 2 \ 2 ` RESIDENCE 27.6 _ 3 \ of �� 3/4" � 2 3/4 1 1-01 � t U 2 \ 5.7 ^' �0 /4" 2 ` H / 1 2 3.25 1 3 < < / 1" PRV WITH OUTLET 12.8 1 j PRESSURE OF 50 PSI 7.8 5 IL / NORTH ` o / 4 STATION a A S 3 UI LT 0 m CONTROLLER LOT 30 GARDALITY z RESIDENCE SEE SHEET L -2 FOR IRRIGATION DETAILS 0 20 40 W h� W SEE SHEET L -3 FOR IRRIGATIO GRAPHIC SCALE 1" = 20' Z O NOTES AND SPECIFICATIONS w ° REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. U1LT DESCRIPTION OC CHIS O TOP H _...... /, � � UZ LOCATION S L C KR W' D UNDER SUPERVISION RECOMMENDED AP RANCHO E N C i N I TAS 60 FT S EL CAMINO DEL NORTE C/L - - -- - - - STEEL FN PST LOCATION SW SO INT EL L M MKR D DEL PLANS PREPARE PERVI I N F P VED 37c NORTE 3 RHO SANTA FE RD 23 FT W. RHO SANTA FE & HORIZONTAL: 1 " = 20' DATE: 1 -31-0 L _ BY: - - -_ - -- BY: 3 189 RECORDED FROM: COUN - If OF SAN DIEGO VERTICAL: N/A NILE T. N ORDQ ST RLA NO. 89 DATE: _.7t 131 of _ DATE:_ -1 - 0a IRRIGATION PLAN ELEVATION: 119.476 DATUM: u.s.c.ac.S. EXP. (/ LANDSCAPE ARCHITECT !` f =SHEET8 OF 13 I PLACE SPRINKLER HEAD 12" 0 FROM FIXED IMPROVEMENTS SHRUB E RUB ROTOR PER THE NOTE: POSITION VALVE IN VALVE PLYWOOD BACKING T O (CURBS, WALKS, BUILDING IRRIGATION LEGEND BOX SO THAT THE HANDLE CAN BE BUILDING WALL BE MOUNTED TO - B UI LDI N G WALL. PLYWOO D T T O EXTEND WALLS). TYPICAL TURNED A FULL 90 A MINIMUM OF 3" BEYOND SPRINKLER HEAD PER THE PLASTIC VALVE BOX W/ LOCKABLE CONTROLLER CASE. IRRIGATION LEGEND. USE FINISH GRADE. SET COVER MARKED wWATER" 0 0 SIDE INLET. FLUSH IN TURF AREAS AND BALL VALVE. SEE 2 RISER CLAMPS PER 2" ABOVE FINISH GRADE IRRIGATION CONTROLLER FINISH GRADE HEAD IN GROUNDCOVER AR IRRIGATION LEGEND SEE IRRIGATION LEGEND I = CALSENU 3" SCH 40 GALVANIZED SCH 80 PVC UNION NIPPLE THROUGH WALL. 0 0 N LENGTH AS REQUIRED. #3 REBAR, MINIMUM 24 SCH 80 NIPPLE " " 120V CONNECTION TO O - \, \ \,,,, \ \, \ \ \ \ \,,,\ y': ,, \,,,,,, J X. \ \ \ \,.. LONG DRIVEN 18 INTO LENGTH ,,, \ „ \ \, \ \,,, \,,, -:' \, \, \ \„ G AS REQ D >y ” „ " ", .`., "• \` \`• "." 'r' "' .... "` SCH 80 NIPPLE. LENGTH AS \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ ,\\\\\\ \ \ \, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \\' , \ \ \ \ \ \ \ \ \ \ \ \ \ \\ �jf. \ \ \ \ \ \\ \' SOIL \\ a t::; M, _ 3" SCH 40 GALVANIZED 4 \ \ \ \ \ \ \ \ \\ :, \ „ \ \ \,,, \,,,,,\ \ „ \ \,,, \ \, \,,, \ „ \, \ „ \ \, \,,, \ \, \ \ \ \,• ........... 111111 \1111\\,\,\ „\ \ \ \ \• O z „ \ "• \ \•••,,.. "\ • "• "• " ",`•`•`.• "`•. \ ",. "•,•`• FINISH GRADE PVC SLIP/THREAD • , .11••••11 .\` •1111• STEEL ELBOWS ON EACH ,1111 „ \ „ \,,,,,,,,, ,,,,,,,, „, \,,,, \, \,,, \,,, \,,,, \, \,,, \• . ,, \,,,\,\ , \ \ \ \,,, \ \ \,,, \ \,,, \ \ „ \, \,,,, \• \,,,, \,,, ,,,, \ COUPLING ,,,,,, 1111\\ :\,,,• ”" PVC SLIP/THREAD COUPLING SIDE OF BUILDING WALL. ;,..... O o a :;\::; ; �— 3” SCH 40 PVC -CONDUIT DOUBLE MARLEX STREET ;:::;: \; ` \...... \, ELBOWS , , WITH CONTROL WIRES w ,,,,,,,,,,,,,,,,:,,,;,:, \,,,\,,,,,,,,,,,,,;,::: :,::,,:. TO CONTROLLER _ ,,,,,,,,\,,,,,\\ „\\,\,. \,\,, „,,, \,,,,,,,,,,,, \ \ „ \,::::,,:\ „1111 \. \ „\ „ \, \,,,, \ \ \ \ \, \ „.... \, \ „ \ \\ \,,,11,11\ 1111 „ \,,,,,,,,,,,, \,,,,, \,,, \, \ \„ V SCH 80 PVC NIPPLE „11,,,,11 \ „ \,,,, \ \, \ \ \„ ,,, \ \ \„ MIN. 6” LENGTH w ; 1111 \ „\ s CO W a PRESSURE ” " 11.11 > O O 1111 PRESSURE •:a, 11„11\, ” w co �Q�.. �: 3 SCH 40 GALVANIZED SINGLE MARLEX MAINLINE C� 4 Q MAINLINE NIPPLE INTO SUBGRADE. cn STREET ELBOW CONNECT TO! PVC SWEEP 3” PVC ADAPTOR IN 1%11 1111,,,,\ : •..,::.::::::.: ::....\,,,,., , . \ „\ 11,11\\\ \\,\\\\\\` l 3” i PVC LATERAL LINE PVC FITTING UN COMMON R ED BRICK SUPPORTS. MINIMUM FLOOR UNDISTURBED BED SUBGRADE PLACE ONE BRICK UNDER EACH FINISH GRADE PVC LATERAL LINE. PVC SCH 40 SWING JOINT ASSEMBLY. CORNER. OUTSIDE OF BUILDING FITTING SEE SPECIFICATIONS. 3/8” WASHED AGGREGATE SUMP, MIN. 1 CU.FT. -I �� —{III ,�„ E {ii- ►1�1 -1f1�— p 12” POP -UP SPRINKLER D SHRUB ROTOR r F BALL VALVE CO NT R OL BO ES VOIDS EPDXYCEMENTIAND A LL - 90 PVC SWEEP PAINTING TO MATCH EXISTING COLOR WALL MOUNT IRRIGATION CONTROLLER NO SCALE PLASTIC VALVE BOX W/ LOCKABLE ` PLACE SPRINKLER HEAD 1 2” COVER MARKED "WATER” FROM FIXED IMPROVEMENTS IRRIGATION HEAD 1T MIN. FROM THE EDGE PRESSURE REDUCING (CURBS, SIDEWALKS, BUILDING OF FIXED IMPROVEMENTS VALVE. SEE IRRIGATION SCH 40 UV RESISTANT PVC FITTING AND PIPE WALLS, ETC.) TYPICAL #3 REBAR STAKE. LEGEND & NOTES. FOR ALL EXPOSED PORTIONS OF THE SLEEVE MIN. 36” LONG ASSEMBLY. TYPICAL SLOPE SCH 80 PVC UNION FINISH - RISER CLAMPS: MIN. TWO FINISH GRADE SCH 40 GALV. STEEL PIPE SLEEVE GRADE FINISH GRADE REQUIRED. ; l �---- 2'�ABOVE FINISH ACROSS V- DITCH. EX APPROX. s GRADE 12” BEYOND V -DITCH ON EACH SIDE ANTI -DRAIN VALVE ;;,;;ts,;;;;,;, ;;,; ... �;,;;iss- SEE SPECIFICATIONS sssssssss.... ,, ,,, ,,;, h ' ... "' SCH 80 THREADED .... SCH 80 PVC RISERS ,,,,,,,,,,,,,, > ,,,,,,,,,,,,,,,, NIPPLE ,� ,,,,,,,,,,,,,,, Q to EE OR ELL I .....,,, W - 4 ....... .......I,,,,.,,,,,.,,,I,,,,,,., .: I,,, " " " " " " " " " " " " " " " " " " "' r> % "' " % " " "' COMMON RED BRICK CONCRETE V -DITCH POP-LIP ROTOR HEAD LATERAL LINE ON GRADE ...t... " "���� "�� '^ " ",,,,,,,, ",,,•, ",,, ` ,;; SUPPORTS ON COMPACTED Q PER IRRIGATION SEE PLANS FOR TYPE SIZE • „,,,,,,,,,,,,,,,•,,,,,,•,,,,,, ,; " ",,, ", PER CIVIL ENGINEERIN .Ie,tl,e,,..III,.eetle,I,I„ ” SUBGRADE PLANS. FINISH GRADE w .Ieeleele,llel,,,e,.e, .I. / / /I.II,IIe „ to //. PRESSURE MAINLINE w SWING JOINT ASSEMBLY. VIII.I.IIe...ItIIt 1, U I,,,,,,,...II, ,,, PRESSURE ' - "let 11 •eII.I.tI..II Ie Cy!'yCy a..0 Q - -; a. sar r i' i SEE SPECIFICATIONS MAINLINE 0 �' a TO REMOTE CONTROL „e, ;; w ,tell ,;,tlel , , , , oa o 'ss; •,;,,., ,,;,,, ,,,, SLOPE e,It t50 a VALVES V E w PVC FITTING :;::::;::<::;::::< ::; , ,,,;,,, ,,,, PVC LATERAL : \. ,,,,,, ; . Q FINISH 1 -1 VC SWING JOINTS AT EACH END TO ,, \\ „\,,,,,,,,,, LINE ,, \, \,,,,,,, \ „ \ \ \ \ \,,, \, \ „ \, ,,,, \ „ \ „ \,,,,, \,,,,,\ „1111,,. ,1111 „1111,,,,, „11,11 „ \ \,,,, \,,,, FROM P.O.C. ,,,\,,,\,,,,,,\\\,,,\,,,,\\\\. „ \,,,,,, \`, \\ „11,,,11 „ \ \,,,, \, „\,\,\,,,,, \,,,\,,,\,,,,,,\,. ---► ,,, 1e ,,,,,,,,,,,,,,, • , •I , ......• GRADE ALLOW PROPER ALIGNMENT OF MAINLINE IN 1111 \ \„ \ „11,11 „ \ \, \, \ \ \` 'IIe a /III./ /I /ellleel /I / „ te „ e ,,,,,,,,,,,,,,,III /II ,1„11,11, \ „ \ \,,,, \,,, \, \ \,,,,, /II/I.,.t,,, II,I,IIIIe,e,,,,,, ....... ,,,ee. ,,•,,,,•,•,, TO FINISH GRADE. LASCO OR EQUAL ,\\,\,\\\,,,,\ „\\ \ 11\,\ \, \ \ \ \ \ \ \ \, \, \ \\ \ \\ \ \,,, \ \ \ \,,, ,11,11 \\ „1111 „1111♦ •111.11 „ / ,,,,,,,,,,.e „eel ,,,II,,,tI,,,• \ „ \ \, \,,,,, \ \, \, \ \ „ \, \,,,, \\,,,,\,,,,\\ \, \,,, \, \ \,,,,,,, \,,, \, \,,,,,,\ \ \ \ \,,,, \ „ \ \,,, \ \ \, \,,,,,,\ \\,,,,,\,\, ,, \ „ \ „ \, \,,, \,,, \ \,,,,,,,,,,,,, \,\\\,\\\\,\,• SCH 80 THREADED NIPPLE ,,,,,, \ „ \,,,,, \ \ „ \, \ \„ \\ ,,,, \,,,, \ „ \ \ \ \ \,,,, \ \\ „11,,,11, \ „ \,,, \ \, \, 1111 „\ „1111, \ „• ” " " " " " " " " " " " " " " " " " " " "` " " " " " "` #3 REBAR PINS TO SECURE THE PIPE TO THE SLOPE 3/8 WASHED AGGREGATE " " " " " " " " " " "` COMPACTED OR UNDISTURBED FACE ON EACH SIDE OF V- DITCH. PINS TO EXTEND ,,,,,,,,,,,,,,,,, \,,,,,,,, 11 „1111, SUMP MIN. 1 CL! FT. :::: % %% A MINIMUM OF 18” INTO SOIL. SUBGRADE ..... rG PRESSURE REDUCING VALVE V DITCH /SHORING SLEEVE ,, \, \ „ \,,.,.,., \ \,,,,. \.,,,,.,..... 1111 \,,. STREAM ROTOR POP-UP P ,\\,\,,,,,,, „,,,\, \ \, \,. \,,,,, \,,,,, \, ,,.,, r \, \.,.,,, \ \,,,,,,, \ \, \\ „1111\,\,,. • . • ... 11,,,,11. 1111 \ > „ #3 x 18” REBAR STAKE, CENTER BETWEEN HEADS ON DOWNHILL SIDE OF PIPE. 15' MAX. SPACING. SECURE Mf TO PIPEWITH GALV. STRAPS OR CLAMPS. NOTE: FRONT VIEW SHOWN. PLACE IRRIGATION HEAD PERPENDICULAR CONNECT SOLENOID WIRES TO SCH 80 PVC UNION ON DOWNSTREAM SPRINKLER HEAD PER THE TO THE SLOPE SURFACE. CONTROL WIRES WITH WATER- SIDE OF VALVE. IRRIGATION LEGEND PROOF EPDXY CONNECTORS E ABOVE GRADE PIPE & 2” IN GROUNDCOVER VALVE BOX PER SPECIFICATIONS 2 RISER CLAMPS PER FLUSH IN TURF REMOTE CONTROL VALVE PER THE � - IRRIGATION LEGEND. HEAD SPRINKLER HEAD FINISH GRADE A$ :BUIL • #3 REBAR MINIMUM 24" ao , , ,,,, ,,,,,,, LONG DRIVEN 18” INTO 4 WIRE-EXPANSION ���l \\ SOIL ...... ; �� � :; LOOPS ,:\,\;;\,. 1111\, 1111,,,\ \ ; „\ „1111,,,\ \\\\,,,\\\,\\,\\,\, 90 FINISH GRADE SCH 80 NIPPLES .� r TYPICAL w „11,11 „ \ \::;;::;; \,,,,,, ,\,\,,,,\,,,\,; : \,,,,,,,, \,,,,, \,,,,,, \, \,,, \, \,..... , \,,,,, \,,,,,,, „ „\,,,,, „,,, \ \,,,,,,,,, \,...... 11 \„ COUPLING SCH 40 SLIP/THREAD ELL oc t PVC LATERAL LINE TO SPRINKLERS o 0 o c Q , 0 0 a : 4 a Q o 0 o n” o o n. 0 ” .� s TAPE CONTROL WIRES TO 0 . nr o , o . COMMON RED BRICK Q oa a e. a :c >c BOTTOM SIDE OF MAINLINE d PVC LATERAL LINE PVC FITTING SUPPORTS UNDER EACH ° pQ °` PIPE AT 10' INTERVALS SWING JOINT ASSEMBLY. CORNER OF VALVE BOX. SEE SPECIFICATIONS 318” WASHED AGGREGATE SCH 40 TEE OR ELL MIN. 1 CU.FT. PER VALVE ON PRESSURE MAINLINE • • BOX. W C FIXED RISER HEAD H REMOTE CONTROL VALVE W W REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY APPROVALS CHECKED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. /, DESCRIPTION: OC -0073 CHlS SQ TOP HDWL MKRD VW PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED AS 3111L T '�i STEEL FN m LocAnON SW COR WT EL CAWNO DEL Ci 75 — tSt NoRTIr • RHO SANTA FE RD 23 FT W. RHO SANTA FE a HORIZONTAL: 1"= 20' ATE: I - 31 RANCHO ENCINITAS 80"8 EL CAN OEL NORTE CAL BY: BY: L -2 NILES T. NORDQUIS �►�. 1�89�3�� DATE: Zl13.1 G0 DATE: _ _�o IRRIGATION DETAILS • �•� a .� VERTICAL: NIA LANDSCAPE ARCHITECT [ SHEET OF ! I A. NoText NoText NoText NoText