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742 GRADING NOTES: C OUNTY OF SAN DIEGO TRACT NO. 4 WORK TO BE DONE: GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS AS SHOWN ON THESE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS. ALL GRADING I. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL OF VERTICAL 15. THE ENGINEER OF WORK IS NOT RESPONSIBLE FOR GRADING OPERATIONS OR DETAILS SHALL BE IN CONFORMANCE WITH SAN DIEGO COUNTY STANDARD DRAWINGS OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY GRADING WORK DONE. THE CONTRACTOR IS SOLELY RESPONSIBLE. DS -8, DS -10, DS -11, D -75. PURPOSES. 1 UCAWA BOULEVARD LEGEND 2. FINAL APPROVAL OF THIS GRADING PLAN IS SUBJECT TO FINAL APPROVAL OF THE 16. NO BLASTING SHALL BE DONE UNITL PERMISSION IS OBTAINED FROM THE I V - t l ASSOCIATED IMPROVEMENT PLANS WHERE APPLICABLE. FINAL CURB GRADE GOVERNING PUBLIC AGENCY. THE CONTRACTOR IS ALSO REQUIRED TO NOTIFY THE VULCAN = CUT BANK ............................................ ELEVATIONS MAY REQUIRE CHANGES IN THESE PLANS ENGINEER OF WORK PRIOR TO PERFORMING ANY ROCK REMOVAL OPERATIONS. ' AVENUE �t 2 n o o FILL BANK ............ ............................... .� 17. THE ENGINEER OF 'WORK IS NOT RESPONSIBLE FOR ENFORCING SAFETY MEASURES OF ' Ia !c FINISH PAD GRADE ......... . .................. ....... .c REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL _ \ SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR n }, (P to= CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH ` CIVIVI FINISH ELEVATION .................................... STANDARDS, LAWS AND REGULATIONS. 1 ��uEVp CUT N N N N N N N N wDwSTREET CUT-FILL LINE ........ ............................... FILL 18. PRECISE LOCATION AND ELEVATIONS ARE NOT KNOWN FOR SOME OF THE EXISTING o '� UNDERGROUND UTILITIES. CONTRACTOR SHALL MAKE SUFFICIENT EXPLORATIONS TO —I c a UBOI V I a ION BOUNDARY ................................ 3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE. LOCATE UTILITIES BEFORE COMMENCING CONSTRUCTION AND SHALL NOTIFY THE ^� DRIVE FUTURE CURB OR BERM (SEE IMPROVEMENT PLANS).......... ENGINEER Of WORK OF ANY POTENTIAL CONFLICTS SUFFICIENTLY IN TIME FOR SANTA 4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM THE DIREL TOR OF CONSTRUCTION CHANGES TO BE MADE AND APPROVED. CONTRACTOR SHALL BE n E— �! PUBLIC WORKS WILL BE REQUIRED FOR ANY WORK WITHIN COUNTY RIGHT -OF -WAY. SOLELY RESPONSIBLE FOR THE PROTECTION OF EXISTING UTILITIES. . 2 UNLINED DITCH ................... ` 5. ALL SLOPES OVER 3 FEET IN HEIGHT MUST BE PLANTED IN ACCORDANCE WITH SAN N LOT NUMBER ........... ............................... DIEGO COUNTY SPECIFICATIONS. j VICINITY MAP uzo � NO SCALE EXZBTINO ELEVATION ... ............................... 6. THE CONTRACTOR SHALL VERIFY THE EXISTANCE AND LOCATION OF ALL UTILITIES FINZBH GRADE CONTOUR . ............................... — DSO — BEFORE COMMENCING WORK. NOTICE OF PROPOSED WORK SHALL BE GIVEN TO THE b" 2 FOLLOWING AGENCIES. SAN DIEGO GAS & ELECTRIC 232 -4252 6" r' =loo DA`/LIOHT LINE. Y11 YYYJIYY PACIFIC TELEPHONE 1- 800 -422- 4133(WEEKDAYS) 739 -3031 (AFTER 5PM) 0 100 NED DITCH SEE DETAIL5�D -75 (TYPE CATV I - 800- 422 - 4133 SEWER 753 -6639 4 P.C.C. r WATER 753 - 1145 / CRIB WALL (SEE DETAILS) Sb7. 9.............. ................ ............... A SOILS REPORT WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. LINED ' O 22 2 2a 2s 7. 2e 2' DITCH DETAIL SITE ADDRESS: 1 .�� " e 8. APPROVAL OF THESE PLANS 8Y THE DIRECTOR OF PUBLIC WORKS DOES NOT NORTH SIDE OF "D STREET BETWEEN CORNISH DRIVE AND STRATFORD DRIVE. AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY �' 56 58 OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN O� PERMITTEE & OWNER_ ISSUED Y 1 CARTER FINANCIAL 1 sq 7Q19 CALIFORNIA STREET 54 ' SAN DIEGO. CALIFORNIA 921 10 9.. THE DIRECTOR OF PUBLIC WORKS APPROVAL OF THESE PLANS DOES NOT s —� Tele: 296-1600 CONSTITUTE COUNTY BUILDING OFFICIAL APPROVAL OF ANY FOUNDATION FOR STRUCTURES TO BE PLACED ON THE AREA COVERED BY THESE PLANS. NO WAIVER 2 ! LEGAL DESCRIPTION: OF THE GRADING ORDINANCE REQUIREMENTS CONCERNING MINIMUM COVER OVER A PORTION OF EAST BLOCK 3 AND OF EAST BLOCK 4 OF ENCINITAS AND LOT 1 1 IN BLOCK EXPANSIVE SOIL IS MADE OR IMPLIED (SECTIONS 87.403 & 87.410). ANY SUCH 'C" IN ENCINITAS HIGHLANDS, AND A PORTION OF THE NORTHWEST QUARTER OF THE WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF PLANNING AND LAND USE. 39 3e 3 j 38 35 34 33 NORTHWEST QUARTER OF SECTION 15, T 135, R4W, SAN BERNAROINO MERIDIAN AND A 10. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, �5t _ d3 ?OPTION OF LOT 4 OF COUNTY OF SAN DIEGO TRACT 4293, ACCORDING TO MAP NO ; - - -- — 10676 FILED IN THE OFFICE OF THE U!, �iTY RECORDER OF S ty iilE! COUNTY. BEING iN REPAIR. ARRIVAL. DEPARTURE, OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. 1 CONSTRUCTION EQUIPMENT, AND ANY OTHER ASSOCIATED GRADING EQUIPMENT 2 s SHALL BE LIMITED TO THE PERIOD BETWEEN (7 00 A.M. AND 6:00 P.M.) EACH DAY, I MONDAY THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING OPERATIONS 3 SHALL BE CONDUCTED ON THE PREMISES ON SUNDAYS OR HOLIDAYS 19. WHERE AN EXISTING ABANDONED PIPE 15 NOT REMOVED BY THE GRADING SITE PLAN OPERATION, IT SHALL BE REMOVED WITHIN 20 FEET OF BUILDING OR STREET AREAS 11. ALL _,LUP[S SHALL BE ROUNDED IN T 0 EXISTING TERRIAN TO PRODUCE A AND REPLACED ' ; PROPERLY COMPACTED SOILS IN OTHER AREAS THE PIPE e CONTOURED TRANSITION FROM CUT OR FILL FACES TO NATURAL GROUND AND SHOULD BE COMPLETELY PLUGGED WITH CONCRETE OR REMOVED. ABUTTING CUT OR FILL SURFACES. EXISTING If Construction contractor agrees that in accordance with generally accepted construction 20. For EROSION CONTROL NOTES see sheet 5 of these plans. EXISTING 4E practices, construction contractor will be required to assume sole and complete responsibility for 12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE GRADING PROPOSED 13 �-- EXISTING job siteconditions during the course of construction of the project, including safety of all persons C�f�Cound DEDICATION 20' 20' and property; that this requirement shall be made to appl continuously and not be limited to ORDINANCE AND NOTWITHSTANDING THE APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE ADJACENT 33' normal workin hours, and construction contractor further agrees l defend,indemnifyandhold WM I � design professional harmless from any and all liability, real or alleged, & ged, in connection with the �R1nC�ktfVlyOf! ; p nl' work on this projeet except liability arisin from the sole ne ofdesign PROPERTY NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE VARIES VARIES professional. AS TO ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNCTION Of n � ' - 20 - -13' i ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER PUBLIC OR PRIVATE PROPERTY 21. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCOROPORATED y' WITHOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, INTO AND MADE A PART OF THIS PLAN. ALL EARTHWORK OPERATIONS SHALL BE UNAUTHORIZED CHANGES I CRACKING, EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT CONDUCTED UNDER THE INSPECTION OF A QUALIFIED SOILS ENGINEER OR HIS s USES not responsible CoFfornioCaxx� FROM THE GRADING DESCRIBED ON THIS PLAN. THE COUNTY WILL HOLD THE REPRESENTATIVE, REGISTERED IN THE STATE OF CALIFORNIA TO PERFORM GRADING 2:1 MAX # ` gg 1 _ - �'4 � CAUTION: The engin pr epa r in g t o o or v SLOPE -- - for, or liable for, unauthorized changes to uses of these plans. All ofOUNEngintsu I PERMITTEE RESPONSIBLE. FOR CORRECTION OF NON- DEDICATED IMPROVEMENTS INSPECTION WORK changes to the plans must be in writing and must be approved by the P'L„dANVVJW1 WHICH DAMAGE ADJACENT PROPERTY. preparer of these plans. 22. SLOPES LESS THAN 2 FEET IN HEIGHT ARE NOT SHOWN. 13. SLOPE RATIONS: CUT 2:1 0 1/2: 1 ON TEMPORARY SIDE SLOPES) 23. CONTRACTOR TO MAINTAIN 2'9 MINIMUM SLOPE ON LINED DITCH. " STREET TYPICAL SECTION Qa oFIss/o Ngi NO SCALE FILL 2: 1. SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE V r m APPROVAL OF THE DIRECTOR OF PUBLIC WORKS AFTER REVIEW OF A REPORT 24. All grading operations shall be in conformance with the soils report by Geocon Inc. ;,�( No. 21693 FROM A SOILS ENGINEER. dated 6/1411985, 10/16/86 and 1211 /86 shall be done under full time < < 4 `'° 9 30 8v supervision of a registered soils engineer. Upon completion of all grading, said srq /E Cl EXCAVATION: 2,900 C.Y. FILL: 2,900 C.Y. engineer shall certify that all operations took place in his presence and that all 3' 1s' 15' 3 - grading satisfies all his requirements. WASTE /IMPORT: - - C.Y. A SEPARATE PERMIT MUST BE OBTAINED FOR ANY '� WASTE OR " "ORT r •T.- 2 I 2'r. *1 1nIDFRr 1 1T ncpr ^I��MT I IPnN �!N41 ;fll(S ANAI PSIS P R I V A T S L. ^N T R A C T y THE EARTHWORK FIGURES ABOVE ARE STRAIGHT FIGURES AND SHOULD I � i PERMITS T -" tEao S NOT BE USED FOR FINAL PAY QUANTITIES. NO SHRINKAGE OR SWELL COASTAL COMMISSION PERMIT NO. 6 -86 -67 eEPA� Me•: .c e zc WORKS FACTORS WERE INCLUDED. SOILS ENGINEERS CERTIFICATE: MODEL HOME AGREEMENT 386 -106 GRADING PLANS FOR: 14. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON THE SITE OF THIS MAJ- HOMES ONLY) GRADING DURING GRADING OPERATIONS, SUCH OPERATIONS WILL CEASE THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN INTERIOR STREETS TYPICALSECTION MOON LIGHfi COVE —MODEL HOMES s IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN OUR SOILS REPORT FOR NO SCALE _ vTnr %� He (Mnn HOMES ow _ L vl __ CO OF THE DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE THIS SUBDIVISION DATED JUNE 14, 1965, 9 -8 -86, 10- 16 -86, 12 -1- 86. COUNTY APPROVED CHANGES BENCH MARK ; NIA COOIIDINAT[ SMD[7( ii ♦187 4381 -1 CAL o f SAN DIEGO TRACT N PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF PUBLIC - q ���� , PLANS AS—BUILT BY NO. DESCRIPTION APP'D BY DATE WORKS TO DO S0. BY RCE �Gy�7 DATE L— N u TOR OF DESCRIPTION: STANDARD 0Z2C STAMPED N1 -1833 DIREC PUBLIC WdllCt ENGINEER OF WORK 1Y1YNlITOUan� wruw inaa iw� rinp ao�rpany zL �S- BU/LTS s - � - BB 'Za� 1O LOCATION: IN S. FACE OF BUILDING. N. SIDE OF 'E' STREET, -� civil aw8iw� l s/ S pIwwwiwe BETWEEN HIGHWAY 101 AND A.T.S B.F. RAILROAD. BY[ 710 W hM Mwwww, hu or w '" se IwNwwwww YNI Nb�gl //hD_A.M AN C. ARMOT. RCE 2158 RECORD FROM: SAN DIEGO COUNTY BENCH BOOK, NORTH COUNTY r/ ! W GRADING PERM11 NO THE SOILS REPORT PREPARED BY GEOCON INCORPORATED DATED JUNE 14, 1985 AND �, c�or _� / =y /� i2 - 3 - 2 C NORMAN C. ARNDT, R.C.E. 21693 DATE ALL SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ELEVATION: 77.434 DATUM: N.A. V. D. I DATE L -I J.N. 770 G \ v \ \ V \ 3 \ .,\ \ , \ .F ` , � �. \, a - __ ___�..f- 'SEE LE�'t�F,PERMISSION ,.. ... _. _ ___ _..._. ... .. -'.... _ s - FOR._ F . � SITE L D DITCH .... - - EE ETA EFT _ p�� r N: -_ - _ - - f20 DETAIL flA E _ _ - -- 3711ilfSfflJV ' tea _._ __ - - _ __ SOUR AR %.r�••`aC0'frl�.��OR TO M��Q s.M�s�l'H > \ �. _._. __._____.___________________.__ _ __._ 40 _.... _ A TRANSITION INTO EX1S!TIN TC fii`a \ _ ! __ C fS RESPQ?NSIBlr, \ _ _..._ _ ____ r5o AQD /'f N /GH A.B.M. — _r¢o_.._._ -- - _ - _ r� - ..- _. - 11. T� \ t, SPLASH W4LL �M /N) - v z _ _ I� - 1 4 , 1 43 -_ \ 1NSU tE THAT NQ f>V SRILl�AGE _. 8.02' l �, o OCCIiR DURING A DESIhS 0FtM. 5p — v, _ N.89' 33' 3.0 "W - Y _- \ 0 P�POY/�w z n/rck \ r G,P4t�L All FDP OI�ERFLOjW �` v �� Q�� v F ` R��p g( G k,.: ` . „ _ Pu�POSES w 6 _ A v�� y v SCALE 11 30 1 v v �� PAD E[! SHOJVAJ " y To EL 4 , t G X 7 25 ° f ' ¢ P1Pt9Po6E0 D /TCH vv\ 'I � F 1 v _ W \ \ a \ v v v l �= r O v F - CTIONr DETAIL B D - 1 1 5 LINED ITCH N.T INTO EXISTING _ , l 1 t v v o ZA t P A v vv, .,Avv vvvv N.T.S. F a „ I SEE/SHE E 3 F R .__.� CRIB WALL DE AILS v\ 4' �v A - V s \ \ - , V ; (( SAD ELEI! d !� vO �.� A �N� / �� .� t \ \� \ \ \• it i 4 A ALL ; ! v���_ \ �� r \rr 46 i �b o u�v i MO AMWO SMALL GRAVEL 1 _ v � ! il00 PoR LMMO5 /ON CONT40 I. *CRIBWALL JOFFSET DETAIL A—A�E _ � k ! SLOP tYP ' OF 11 1 II 1 SCALES: HORIZ.1 -10 VERT I •2 �e TOP / .� I Q k / 1E', lioll \ r iv .:. _ \ 136,4r 9 s; n l0 I (I / 8 r 13 E . N.$9 °33' 35 "W'° 11 -11 514.`77' `' ..� , N 5 ' - 14 0 °2 Q STREET 7 \ ' 6 2 r. O _ DRIVE _ PRIVATE CONTRACT Uj e , �' T COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC MOIBCt � pa� PERMITS w - 2 _. GRADING PERMIT NO. \ ll © r , � � GRADING PLANS FOR: T) w (- ���� Q-' ,. MAJOR USE PERMIT NO. _�f z >� I of — HOMES '; • � ��� MOONLIGHT COVE MODEL No . 458 -1 �' �• " r .... (n FROFE$SIQ L T ENT ATIVE MAP i . - �. COUNTY OF SAN DIEGO TRACT NO. 4181 -1 U COUNTY APPROVED CHANGES BENCH MARK O PLANS AS -BUILT BY: ���� NN h CALBPGMWA 00M INATE INBOX 818 -1877 M. DO801O"BOM APP' D MY OAT cv. ,OSOCRIPTION: ETANOAM DIOC STAMPSO NISI -6210 APPMSVM BY: O.M. OOMUiN 511821111111211 OP MOM( ; m&niTOU n"r c No. 21693 �{p DIMiCTO11 OF PUBLIC NORM8 Mpl on11PaM�y %)S' BLI /L T1 C -3 -Sa LOCATION: IN B. FACE OF BUILDINB. N. 830E OF E 8TWET, y /� / / / <ivil .w0iw.niw0, wrveyi.l If PLw.7w0 * E.p 9 -3089 * C'1 »0 w 01A A... i...dN., C•01•,.i. 07073 W..l,... 1619) MI-9921 BETMBBN NIBMMAY !01 AND A.T.S B.F. RAILROAD. BY• Cl I ,I ' (/ 1pM1AN C. AMVDT. RCt 81 1111111 1111111 �� !/ E CAU� \\ P=0111) FROM SAN DIUO COUNTY BENCH NOW. MOUTH COUNTY GRADING PERMIT NO. it wwd,.. Z' leer caUF' NORMAN C. ARNDT, R.C.E. 21693 DATE ` 0.SVAT200k 77.454 DATUM N.A.V.D. DA n - _ 3 E J.N. 70 CONSTRUCTION NOTES: 5) Minimum depth, embedment is 24" Embedment PLANTING AREAS ' at slope e r e e is as follow FRONT STRETCHERS 1 ) Use of false Headers A) Wells 10' -0 or less in hei - minimum 18" (TYP) , (TYP) TYPICAL A False headers are not allowed at ends deep and 5' from slope face. (� I 1 -3 PP 2 -6" 2 - 6 " 2' 6" '— PP of walls or in top course of walls. B) Wells from.10' -6 to 20'- -0" in height - minimum B) False headers in base course of a 24" deep end 7' from. slope face. single-depth may Greets_- difficulties C 7 Walls from 20' -7" to 30' -0" in height minimum - in construction but do not significantly 30" deep and 8' from slope face. reduce well strength. C) False headers are not used in interior of 6) The soil engineer of record must supply continuous multiple -depth walls. inspection of backfill. All Cells must be tested for 2) Unsupported height at ends of walls not to compaction at a minimum of 2 foot intervals. exceed 4 feet. - No heavy construction may be allowed within 4 feet horizontally or vertically of the wall frame. 10 3) Top streechers may be secured into position 7) Top members of the well shall be secured to other a c -7—E by use of epoxy. members in a permanent manner. m 4) Especial note shall be taken of alternating ( � 1 8) All standard grading notes apply to well construction, o joint construction, as shown in typical cross - section, base course planview, and X 'v elevation. T - o O'F W ALL BACK STRETCHERS ELEVATION (TYPICAL) qO USED AS CLOSERS F_ (TYR) NOTE: HEADERS MARKED WITH 'X' ALTE JOINTS HEADERS. ALL OTHERS TYP.) ARE FALSE HEADERS. ERS• W - a o 3 w 2 1 L6T Z ° -� LOT 2 � LET 30 EL. 49,'Z - 50 Su l T ems. zj E �i6.9? Lor 32� - - - -�,-�: I- — - -- -- - - WAL L MIN. 0 MIN. 3� 1 ? NOTES: A I I' -0-4 3 +oo � B ( 1 T.W. ELEV. SHOWN MIN. .4pRIE 1. STRENGTH OF MATERIALS L�1FaJVUALL A. COMPRESSIVE STRENGTH 3. SOILS PARAMETERS FRONT _ 1 NOTES: , 6" OF CONCRETE A. MIN. AVER. AVAILABLE SOILS BRG. aTwaTOnaw C �F2O�ILE 1) CLEARANCE BETWEEN BOTTOM OF DITCH & Z` _T f o- 3250 PSI PRESSURE IS 3,000 PSF. 1 /2 CLR. ( TYP) c J «.LE. {- �oRl"� �` = 10` CRIB MEMBERS CAN VARY TO '0' MAXIMUM t VARIES TO I 'r B. YIELD STRENGTH OF B. MIN. EGUIV, FLUID PRESSURE IS -� �- NEED NOT BE MORE THAN I' UNLESS A LONG STEEL yfill-60 , 000 PSI 40 PCF UNIT WEIGHT. E L� i O STRETCH OF A M NEL WALL 2 REUIIADENT.RE TO I C. COEFFICIENT OF FRICTION 2. MANUFACTURE 9.0,33. MACK DIMENSIONS 2) SPECIFICS o f DIMENSIONS a DESIGN of // A. CRIBLOCK UNITS ARE D. MIN. PASSIVE SOIL PRESSURE IS 7TwETrNa C D i _ NORMALLY MANUFACTURED 350 PSF UNIT WEIGHT. _ _ _ _ _ _ _ _ _ _ _ _ _ FRONT BACK V -DITCH MAY BE VARIED TO MEET REQUIRE- BY THE "DRY PACK" --- TTT T FALSE HEADER 4 FT HEADER STRETCHER STRETCHER MENTS OF JURISOICTIVE AGENCY. 4 METHOD.. 11 A 1 1 /2r CLR. c TYP -� �- A - 4' -Oh 5' -0" 3' -9w 3) IF WATER IS CARRIED FROM ABOVE DOWN A J B. MANUFACTURING SITES I �( T. DRAINAGE DITCH AT RIGHT ANGLES TO THE / ARE: END VIEWS TOP VIEWS 8 7" T 4" 4" COLLECTOR DITCH ON TOP OF WALL, A SPLASH 1: RETAINING WALLS, INC. C 10" 11" 6" 6" WATER FLOWING OVER REQUIRED TO WALL. (TO 1025 GRAND AVENUE A D E R S . D 1i� 2h 1 r 1 . BE DETAILED ON PROJECT. PLANS) SAN MARCOS . CA. 92069 - H A E I. %* a 4) DRAIN PIPES OF OF SIZE 9 SPACING AS SHOWN 2: RETAINING WALLS. INC. (MINIMUM 4 DIAMETER). 5103 N.. FM 1604W Y F 8" e' - - SAN ANTONIO. TEXAS C. "WET -POUR" MOULDS • C ------ - - -- G - - - - - F - CLR. - 6" _ _ ARE ALSO AVAILABLE (TYP) H 4 4 - - WHERE NEEDED. " " FOR ON -SITE MANUFACTURE L J P40. s iii. 1 I 2 z ' PrYPr / q E ! 46 '•" 1 1/2' HEADER K - I; - - _ - -- - -- DRAINAGE ARRANGEMENT SEE NOTE 4 C RE-BAR SIZES — 6 4 4 04 'LJT 1 � .-. LE �K Ella `= H UNIT WEIGHTS 30 LBS. 135 LBS. 123 LOS. 95 LOS. — — ; ; 24 MIN. C `�*� B.W. ELEV. SHOWN / 41 ?, DETAIL 2 - BROW DITCH FALSE HEAD - ' FALSE- HEADER BACK STRETCHER HEADER W (TYP) (TYP.) (TYP.) < - -- - 0 0 3 9i Z to Z r- S 41 S 'p , 9 F oposeo c � WALL - -- - - °,° e ; ✓ 3 L ALTEPMATING a CROSS SECTION 2 CROSS SECTION JOINTS (TYP) I DOUBLE DEPTH WALL SINGLE DEPTH WALL 46.9 PRIVATE CONTRACT PERMITS SHEET COUNTY OF SAN DIEGO I'-3 B 2 -6 „ FRONT STRETCHER - - - 30 3 I I 32 (r ; P) (TYP) 3 DEPARTMENT of PUBLIC macs SHEE? S 9 Q 49 .2 2 ` pj - 4 2 MAJOR USE PERMIT NO. P85 -OBO PLAN VIEW BASE COURSE GRADING PERMIT NO. GRADING PLANS FOR: ~ e � pX O�Al 01TCa� / o MOONLIGHT COVE - MODEL HONES M - / (TYPICAL MULTIPLE DEPTH WALL) t,1T5 TENTATIVE MAP NO. 4581 -1 h C4 2 pfESS&I0 \ Q RpVISSIp y QQl q� COUNTY OF SAN DIEGO TRACT NO. 4581 -1 O: E COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA oowozNAT[ INDEX s1r1E�� > f F < 0 - PLANS AS-BUILT BY: - !_ 0 1111 MG. OKSMIPTION APP'O BY DATE DESCRIPTION STANDARD DISC STAMPED N171 -1888 APPROVED BY: S.M. NORMAN ENGINEER OF WORK - manITOU •ngin••rksg company No. 2W93 ��+ a / As _ B G - d-dB caw tolvit ► DIRECTOR OF PUBLIC WORKS civil .n�inwrinl, wrr.yiwA 1 PI-nninp * EMC. 94089 * V /L1S ,v LOCATION[ IN B. FACE OF BUILOINS. N. SID[ OF •[' STREET, �! Dso W .r% A....., t....rL.. C.M..... P7025 i.i.Ph... 4619) lu . +]r EPIp. 913olm >} BETWEEN HISNMAY 101 AND A.. BY: /') //r� MAN C. ARIAT. RC[ 91887 � \ # CIVI Al \ TS S.F. RAILROAD . .�0 RECORD FACIE SAM DIEGO COUNTY BENCH NOOK. MONTH COUNTY GRADING PERMIT NO. ' 3 / ` Lses.BfsY/ !t/OT (�11T 111. NORMAN C. ARNDT, R.C.E. 21693 DATE E LEVATION! r>.u� DATUM M. A.V.D. DATE L -1036 CRIB WALLS ONLY l (ICv 1 �Co BC. oG 1 3 J.N. 770 V _ - __ - _ 9 - -- --- - - - -'- -__ - _- - _ _ _ _ - . _ _ - _ -_ - _ - -- -- - ._ c'o , 0 w �. •, ..\. ., •.. , .,. `,`---- .___..... —_. — .—. -.— -._ -._ --_ - -'__ __ 7 _. -__. _.- _. _ -- ___' --. _._.__... —._ - -. -._-- ___. ___._. _._ - � 117.49 ,. /OD �— i%0 — __ /30 1+ 144 43_� _ - _ .. - ► . _ ...— - _. -_ J'3O ^ ^� \ _ off • " - / 1. 2. — "T. -33' - - - S3 30 W _ _ 21 2 ! • Pa _.. Z _Z g i _ 6 -- -- - -- - - j VI LeLPATIQN ' �� STATIC l.i.I. ! NRTRR Z 7 - �:.` r �' �- P RNNAND (C.l.N. ) C� fanuAL F.S.t. SCALE It030' CD �; -�► 1 I raj ' a s a , 00`� - v I _ -- \ 50 4 48 47 40 110 • V > 7A 41 2 w� O v Ill Jf 40 RV \ i \ j QH WN,VR HICALLY -ALL c w AC7 AL CO TRUCTION TO n 9a BE', PROPERTY I Q Y O 3A'• �' Y Z UG t _ I. •\ he i I I • I 1 3 �- 1 1 1 'J7`30 E. y 38 I 3 7 310 f 10:20' GOr. rn® I I I 3 4 ow IA • S OV ff • 1l► � .. Nos, _ — '. •\ J h.n IO 22 i ..rte i r / " \ 33 W. _ Will r v • — ill . 00 Yv f " j O 6 ABSOC. INC. R.L.A. 01362 o -, PIIIIVATE CON R MITS e� ♦ . 1 SFIEET COUNTY OF SAN DiE00 77 i 4 w w .arse Nova = SHAETS No. 21693 all GRADING PERMIT MO,. L- I03(V I L- IO11 4F Ex a MANOR ISLE •EIIMIT N0, �6 -oeo 9l fOfC 4 — A " TENTATIVE MAP NO, �i_i M OON LIGHT COVE .. Y APPROVED CHANGES COUNTY O!► COUNT BENCH . MAR — :�k ;�; -� i9s �� ARrTS oA K MLiwSA1RA STAN OlRSO TRACT NO Ade! 1 I _ w ra Nwrwt�s s►eex su-im SEE 5 " TMT10" LE ", / Y i . / ors 3 -_3 4 K+g�W lob s rsw� oTAIwo NI<s ra�ii��is None `" S� : *..., i JIM LAAAT=rt aN A. /A= w AYn,ANA, N. O=0[ w 'A• ATNA>!T, O=NAOTAR w M=I�r1 w Now i p R71�1 N/Myr ea AM A.T.• •.r. MSL/�0, � C 3♦ . S . N.w RN a' Wild I. t+ x A! 4N w saw" ..MIN NORTN oMa„r .i ORAOINO PtIM1IT NO. -. ALNVAT=Ot 77.4M AAT1at N. A, V. 0. M7t L� V J.N. 770 EROSION CONTROL NOTES: 1. Emergency erosion control measures shall be provided to control soil movement >_ satisfactory to the County Department of public works in the event the site is exposed to erosion during the period between November 1 to April 15. (if coastal _ permits are required, the period shalt be from October 1 to April 15). Erosion control measures shall include but not be limited to, slope protection, installation of jute matting or approved equivalent, desilting basins, energy �'- dissipators, silt control sand bagging and storm drains. 2. All building pads to be diked and the dikes maintained to prevent water from flowing from the pad until the streets and driveways are paved and water can flow from the pads without causing erosion, or construct drainage facilities to the satisfaction of the County Department of Public Works that will allow water to drain from the pad without causing erosion. 3. Tops of all slopes to be diked or trenched to prevent water from flowing over the crests of slopes. 4. Manufactured slopes and pads shall be rounded vertically and horizontally as V , X appropriate to blend with the surrounding topography. � 1 3C A LE 1 4 830 5. As soon as cuts or embankments are completed, but riot later than November 1, (if - - -- , coastal permits are required, no later than October 1) all cut and fill slopes shall _ _ - • - - _ - 4/* be stabilized with a hydromulch mixture or an equal treatment approved by the County Department of Public Works. between November 1, (or October 1 if coastal — - - permits are required) and April 15, approved slope protection measures shall -T " ul proceed immediately behind the exposure of cut slopes and /or the creation of " embankment slopes. 6. Sand bag check dams to be placed in a manner approved by the County Department of Public Works in unpaved streets with gradients in excess of 2% and on or in other 1 ELIYAT>igt graded or excavated areas as required by the County Department of Public Works. Z wtiC 1< S ! The location and details on the send begs shall be shown on the plans. 1 0 \ Ip.p.y-�oL -,Q AVYomA'Tte. SUMT10N of I12CNS8T NIAG S6R if ' 6F M C,ONTPO P- 't6' . PEpE3TAl. 7. Catch basins, desilting basins and storm drain systems shall be installed to the ttsieuu r.a.t. satisfaction of the County Department of Public Works.'`" S. At or near every point concentrated flow leaves the development, a desilting basin i6 I ! and an energy dissipater may be required to be constructed to remove silt from the water and release the water at a non - erosive velocity. 9. The developer to maintain the plantings and erosion control measures described 1 ' t32' ' \ above until relieved of some by the County Department of Public Works . The ss.� ! d n \ developer to remove all soil intercepted by the sandbags catch basins and desilting basins and keep these facilities clean and free of silt and sand as directed by the County Department of Public Works. The developer shall repair any eroded slopes as directed by the County Department of Public Works. W \ N1MIl0A . _ /00 a or d D �e _ _ _. 's 1 � �" ' 4 _ 30 — -- ♦�� ilV _ - �w r � _ �M � — YiM1�11it f- -4 CLM ND PvC r -F NowPriMteMt i>�� uMt Mulrir"+�* M�N1 aer uNLEw �AAOLdPYfl1iMMM) � _ ' � r 44 , ' VACVfB 83R �[�" �I y I , r .+ BUILT ' I iM' r n NS 1 9! } M1 • {'49'I v{ i Y ia±e� \ % . I ' � \ - _ , � • SP -0EL E RL VAJA M2 W. ,- a PRIVATE CONTRACT PERMITS CO o x ap"60 P SAN 6 WN �QROIESSlON NNn�wTNNNT �► rK+Nt.ra NNINtN i ! �� SI•IEET GRADING PERMIT NO. x L -103(0 / L- 1019 r— ' ► ��a MAJOR USE PWIMIIT NO. PNI-000 No. 21693 I \ MOONL E 4[J}9l Exp 94089 CIVI �* � t `-_ � TENTATIVE NAP NO. 4681-1 , * COUNTY OF SAN OIRSO TRACT NO. 4561-1 F f CAl�FO COUNTY APPROVED CHANGES BENCH MARK Nasr4we" NNNNNN"= =NNSN s�rsNTT 6008"N'"M IA'N NY NATZ N� _ - ZC 4r NN/OYP7NNM RAINMIN/ NSNC NTM�NO mist - ton .M. NNINI�N - IINNIt .. t - - .• / A S $t/ /67 G ' 3 ' 88 QACAI � +M LNNATSNNt sN S. PALM OF NUZL02MR N. NZ OF 'B' NT'�NT. �NNNNTNN N/ rua Na�N C pllt Z . NNTNNNN NNNNMr u! AND A.T.N N.I. NAS.ANAN. w. . ALar Sa low 1MNID P1rs NAM NSM ww�T N/INII 9"K NNN'1M GiIADSNO PSl111 =T MD. ._, "T �a -� -YL ` Sit �.. _& � �9N ' .avAT»e »..N. Tw N.A.v.N. � L-1036 ! , ur 117.49 Lo locr zi L t r. J — / _.. 130.. t 144 4' .. - / Af N.89 - -- — 2 1 2 2 -- 4. 25 26 � 27 0 = = - r � � SCALE I " =30' e - /1�i0 I ; NtO /�J4 [ MS/ Ni•b Niel ` \ \ I ° 65 - - -� /4/ 7 O /4 'f�/ \ 3 • 20 r ao oo .$ 8 -- m — g 0 4 0 ac Q 43 v iw 47 N I m to N t-+- V. 50 46 7 4 10 00op A000 ii LE - < 1�r I U , _ I 64 38 37 38 .yQd Nt./ N.2•47'30 1420' -' ' � .: a •+, • ,a ' uo - H V - S j i _'-•� ..._._ ._ .....- ..�+... +- .,.n_�. - • i - -- w..,.. -' .. ,..,2 ' �Ti._. -r r - _.! ; 'i --_ -y-• -- _ .. „_ - ' -' - / \ \. Apr 136.4 - - —--- -y-- _ 7 , a - 1�. 514 • 3 3s .J I S 169.4 S N \ - c _ • I I - i.rrr B LT -' ` A30I. I r - 1. •: I I ( \+.' i I �' ! J I O Y 1 O .. • .1 -• �' � 1 j � i 1 j i (' 1 i �� �- 1 m i — (iM.LE X ` DEC O A ASSOC. INC. R.L.A. #1302 PRIVATE CONTRACT I i r I _ P ERMITS SFIEET COUNTY OF SAN DIEGO 6 SS ►ARTIolIT or anarLsc r°ncr SHEETS: GRADING PERMIT NO. I- 'I03Co L -IO19 R 8 �: r MAJOR USE PERMIT No. Peas -mo o Q�oQROFESSl0,y9 /�� MOONLIGHT COVE TENTATIVE MAP NO. 45e1 - -�._;• W • + COUNTY OF SAN DIEGO TRACT NO. 4661 -1 OAT[ No. 21693 !• Im � COUNTY APPROVED CHANGES BENCH MARK * . 9 3U -89 �{• ~ • . { 10. iNl SALII°IMIIA SSSIMATr INDKX S!r -to" Exp MP /11 F Wm--wm sm STAMoo wag -tNS SYi S.M. SOIMAN cross l or WOM C1Vil \ ....rrr.nr" , e� iL7S li 88 R:aW � W=wc7 R OF MO= ralrt `•°°A'I°" ORT,RO1 MZGHWAT 10 AND A.T•0 G. p%ZL0WM0. ..x: �tgfF OF CAUt�4 7F hb 1�! eat C. AIrOT. RM 4 t�orankw • CtAtiMr 1 ! � mow ewer SAM 80111010 00101111 WNW roar low" wuerT � GRADING PERMIT NO ��{�,� =EII =Nttt NIptICl� AND DiItAN.S )�9S,S113 rtiaew►TSSS Ts..r. oATUe M.A.v.o. /arc -1L L 1036 J.N. 770 Z I° C• _ 1 ER1080Tit -`fA PE S yA�.. BRONZE LOCQUAT le 1 . T•- •• cot I , � t l J - -' - SCALE 1 -- - -- T- 1 I Itc; �, H , 1 ?, \ 8 9: Al l d► so Jv ,�y� ' //f ! ♦. { �� � mi l. � � ♦ >. �+ ♦ \ �_ = s / L I T ,♦ 3f.+ Oil a 41D _ IN J F J - O. N.89 0 \ 1 as Usk OK , h F d 5, •,, • 1 j I L l PRI VATE CONTRA PER caov . ITS � `\ n - M s rV arR sA++ 02600 g T � HlT- u — — T '• it li/� /L ♦'� - .. /O r MAJOR NaE PEIMIIT NO. Pm -•oi0 „ ,� i P. - - MOONLI6 TENTATIVE MAP Nb , FR COUNTY OP SUM DUM TRACT NO. 4MS -I ' C' Y APP bV • • HANGES BENCH MARK OAL A ONImlIMR at sw ass -NST 10.21693 Iw!o wYO1IRTION top'M N OAR ONONTPT20M @TA� NMQ - STAW" NN! - iNO r App"OVND wf; G.M. SIAM agoommo N Now / XS 86aos G -3 tl�P Mob �•M(p osMNTM IF PUMM Wel LMI1TiM MI •. RAN !< MIi6{ 6 AN M. a!N OI 't• *"a "� CAIN s. 1 , w1'1� IIT 60 MO A.T.• •.I. IMfi• W (/ $11vow 4. APO `y � M�seo man am Saw" wog @WK. "Ol "We" MAOINE PERM2T NO. • w.tYATS01t 77.E OAT1/t N.A.V.O. L - 1036 J.N. 770 GENERAL NOTES PLANTING NOTES I 1. ALL LOCAL, M M CO ID AL A STATE LAWS, MILES AND REGULATIONS GOVERNING OR 1 • A. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTD AND MADE A PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. PART OF THESE SPEC I ICAT'gNS AND THEIR PROVISIONS SWILL BE CARRIED OUT BY THE CONT' B C OF THE CONTRACTOR ONLY. LY ARE APPROXIMATE AND ARE FOR THE , Y. THE CONTRACTOR 01ALL VERIFY THE LOCATIONS OF ALL EXIBTNG'UTIUM. STRUCTURES, C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN - -- - - - - 4 AND SERVICES BEFORE COMMENCING WORL THE LOCATIONS OF UTLRES. STRUCTURES ` AND SERVICES SHOWN N THESE RJINB AIM APPROKWTE ONLY. MY DWMPANOE:S QUANTITIES AND SYMBOLS SHOWN. NACKFILL MIX SEE SPECS 06 71 011 110 11 E A� FIELD CoHDRgNS SMALL BE REPORTED TO THE 2. LANDSCAPE CONTRACTOR SHALL MPLY14"D-UP ' HERBICIDE (OR EQUAL) PER It MANUFACTURERS SPECIFICATIONS TEI (10) DAYS PRIOR TO COMMENCEMENT OF ANY _ _ _ _ _ I/ - THE ppNTRACTOR NW L PIIDIEOT ALL EXISTING UTILITIES AND FEATURES TO I CK PLANTING OR IRRIGATION WORK. % MO �i�lf TO THE PROJECT SITE OIkM1f3 QOINIRJCTp11. OON11M1CT011 SHALL REPAIR AT MO OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS 011 3. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED m TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING WORK. T _ t �yl ROOT PLANT PITS SHALL BE 1 S. THE CMW*CTGR SMAELOWAIN W PERTSENr EN�ERMq MOTOR APOIiC7UlAl 4. PRIOR TO PLANTI4G PU9IGATION SYSTEM SHALL FULLY OPERATIONAL AND ALL PLANTING PLANS BERM BE0MING WORN(. AREAS SHALL SE THOROUGHLY SOAKED. BALL TWO (2) TIMES THE SIZE EQUAL OF THE ROOT BALL IN ALL 4. THE SHALL OBTAIN ALL NECESSARY PERMITS iEOl1NMOTO PERFORM THE 5. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS THAN 109o, SHALL BECROSS- WORK INDICATED HEREIN BEFORE GEWMMNG WORK RIPPED TO A DEPTH OF SIX (6') INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY f DIMENSIONS AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJECT TO CHANGE - ' L OON111ACTOR OWL AFONIBE PMPAVMNNT OF ANY PERMIT RISE. AND DATED PER SOIL ANALYSIS): ALL GROUND COVER T O B E PLANTED I MBA EXPENSES WITH THE OVYN�R S AUTHORIZED REgEBENTATNE ' A. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS B. 100 POUNDS AGRICULTURAL GYPSUM AT EQUAL TRIANGULAR SPACING PER IRRIGATION NOTES C. 15 POUNDS SOIL SULFUR SHRUB & TREE SLOPE PLANTING DETAIL D. 25 POUNDS 16.6.8 SLOW RELEASE FERTILIZER ON CENTER SPACING S. EACH PLANT SHALL RECENE •AGRP"%r (OR EQUAL) PLANT TABLETS AS FOLLOWS: 1. IYSGATTON PIJw E DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED w GROUND COVER PLANT PLANTING AREAS ONLY, UNLESS NOTED . REFER TID THE IMV CATION LEGEND 1 GAL. CONTAINER _ 1/21 GRAM AND DETAILS FOR EQUIPMMNTAND INSTALLATION. 5 GAL. CONTAINER 3/21 GRAM L OCINT AMIOR SMALL 1lESP"PIrIIOEe CLEAN AND FREE OF EXCESS EQUIPMENT, 15 GAL CONTAINER 5/31 GRAM MATERALA AND RL� SIO TO Tldst OF THIS 8ELT10I1 PER 3 IN. BOXED TREE 812E 1121 tillAM 0. A. ALL RISERS SHALL BE P.V.C. 8CFtEDULE 80. 7. PLANT BACKFILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED REDWOOD B. ALL PPE FITTINGS SHALL SE P.V.C. SCHEDULE 40. SHAVINGS BY VOLUME. AFAAOM/L0w P�YMlMI' S. PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER. r f1.A8TIC vAlvs wx SAA vALm W' 4. A. ALL WrM SMIML BE iMlOrli, O/iICT BURIAL TYPE AND ALL SPLICES AND OOISiC1101N ' BNML BE MADE WRH PENTTE CONNECTORS OR EQUAL EACH VALVE ON A 9. PLANT MATERNAL SHALL NOT SE ROOT SOUND. FIVE GALLON.PLANTS AND LARGER SHALL N r ♦R1ASN1. CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR` ALL WARS SHALL BE INSTALLED HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF TWO OOHW GRADS WITH 740 (2) FEET OF EXCESS WIRE (DOLED) AT THE END OF EACH WIRE FAX YEARS. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES AND PESTS. PIEBMIIIS R281NATOR , i I! I _ fl • ( r SERIES NlPLM B. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. 10. II I Ii SATs. VALVE 0 qt! L SACKFLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION » PLAN. INSTALLATION SHALL. ooNFORM TO LOCAL GOVERNING CODES AND REGULATIONS - PVC MALE RDA � .. MV EL c4A uNaw AND MANUFACTURER SPECIFICATIONS - - � � wNASS w "E+'Lt SRANM. RlEE 1�' PIL r1110s , r , 6. CHECK VALVES SHALL BE USED WHERE INDICATED AN WHERE NECESSARY TO PREVENT �, .•.' .`, QrM�� WATER BLOW FROM LAWSRELEV HEADS WHEN SYSTEM IS TUPIEDCFF. 1 7, ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (1 S) INCHES DEEP, AND ALL LATERALS 11. PLANTS SHALL NOT SE PLACED WITHIN TWELVE (12') INCHES OF SPRINKLER HEADS. q�� pp!► e� WATER SNNLY - � r - PYC W TWELVE (12) INCHES DEEP. TRENCH BACKFLL SHALL BE FREE O AN Y MATERIAL THAT MAY 12. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER - PLANTED WITH GROUNDCOVER SHOWN 1 A/r .><>tio • , l.aM OCON AG I RRI G ATION PIPE RE UIPMEN IMPAIRS A HIS OWN KRILL SETTLEMENT. BY ADJACENT SYMBOL, TO WITHIN 12' OF MAIN PLANT STEM. �OU,PT. PEA GRAVEL' 1 3. LANDSCAPE CONTRACTOR SHALL MAINTAIN A ANINIIAUMH 1% DRAINAGE AWAY FROM ALL I - 8. ALL AUTOMATIC VALVES SWILL BE LOCATED WITHIN SHRUB AREAS AND INSTALLED IN GREEN BUILDINGS. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING VALVE BOXES WITH FOUR (4) NOSES OF PEA GRAVEL BENEATH THE VALVE GATT: VALVES WATER. RATE VALVE'' R.P. SACKFLOW PREVt11TlR SHALL BE LOCATED IN SEPARATE WILrE /DXES. 14. FINISHED GRADES SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS, SILLS, AND 8. ALL MAINLINE NE AND LATERAL LNES SHALL SE SLEEVED WITH P.V.C. SCHWU 40 TWICE THE WALKWAYS IN ALL AREAS. WHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS - FINISHED DWNE 1 OFTHE SLC•EVED LINE WHElI: R PASSES UNDER PAVED AREAS. GRADE BEFORE LAYING SOD SHALL BE 1.1/2• BELOW THE TOP 10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYPE AS NOTED, AND INSTALLED WHERE 15. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVING ALL INDICATED ON IIRIGATION PLAN. CONTROL WIIES SHALL BE SLEEVED IN ELECTRICAL UNUSED MATERIAL, TRASH, AND TOOLS. CONDUIT TO MAINLINE 12D VOLT SERVICE TO CONTROLLER SHALL BE BY THE OWNER. 16. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) i 11• PRDII70 BAC PII U NG IRRIGATION TRENCHES: ES: DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND WEED -FREE. A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S.L 17. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR 'I L FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL MOTS; ALL 1I181O18 TO BE THE LEAKNO PIPE OR FRTINGS AND INSTALLM NEW MATEFUAL IN ITS PLACE. ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO 8*AiM PER LOCAL 0002 ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP I B. ALL LATERALS SMALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. tY�L C. THE CONTRACTOR SHILL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL. IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE BULDERVOWNER'S THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: IN 01/ AUTHORIZED E ZED FEPFMEWAT f 6SM`M0y ft- NWAL4. PER A. DAILY WATERING OF ALL PLANT MATERIAL YAMPS01YRtlR1'8' - 12. WWATHON CONTRACT OR SWLL AAAW ALL HEADS TO PROVOE AN EVEN OOVDVaE AND B. WEEDING AND REMOVAL OF ALL WEEDS FROM GROUND COVER AREAS. IEOOMMEIDATNMI2 TO KEEP SPRAY OFF BULDOM, WALKWAYS, WALLS, AND DRIVES, C. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. 19. WHEN THE SPRINKLER SYSTEM E COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE D. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. PMSOTAL OASOET BUI DEROWNIEM AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST OF E. ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING PATTERN. WATER AFFORDED THE LAWN AND RANTING ARM TO ENSURE IT IS OOMPLETE AND F. FILLING AND RECOMPACTION OF ERODED AREAS. f 1II1�8 ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORMS ALL WORK G. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLPPINGS, AND ALL FOREIGN DEBRIS. i VAGINA EVORY 1 0. REOURED 70 CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. H. AT 30 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO LAWN AREAS AT THE RATE OF 5 LBS. PER 1,000 SQUARE FEET. -G' max: 4 DES/ 14. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE OAS BUILT DRAWING ON I. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, SEPIA AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. THESE ARE BEST FERTILIZER COMPANY 16 -64 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. ORAp2 TO BE DEUVE ED ON OR BEFORE FINAL NElECTKK PER 1,000 SQUARE FEET TO LAWN AREAS AND PLANTING AREAS. OI13 1 •" o • . • X n i 15. A 1 r#MTION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE 18. PRIOR TO ENO OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER 1"T EU, • . SEGJBVCED VALVE SHAD_ BE LAMINATED IN MYLAR AND MOUNTED ON THE INSIDE COVER OF AND ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS 80110. POOFNO THE »»LIGATION CONTROLLERS. IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. I iM V. POWER , 16. IRIMAMON CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (80) DAYS 1 • AND SMALL MATER ON ADALY BASIS. POP UP STREAM SPRAY (SLOPE) Pn - *TAU MOUNT CONT#1cnAmW 1 17 O DEFECT'S �NOMATEIALd�FORAAPEROD ONNENg)Y�EARFFRROMMF�I MAMMILOON1ROLVALV2 Wffm UNION ACCEPTANCE BY THE OW NSIR, R. A SSPARATE FLL MNO P MV Mq 80 PRtCTION WILL BE REQUIRED FROM THE SULDM PVO NIOM M tM21lH DEPARTMENT POUR THE INSTALLATION OF THE IRRIGATION SYSTEMS SHOWN ON N"uw � IN THIS DRAWG. L I * PIN. GRADE PvC i SON.00 STR22T SUL IATMOW1490#0 VA011U1 i � t• uLO111 SCROCM. Go lElElf PVC OCH OO IIMP►L08 /VO LATERAL ' -H OL SIG TO AVIL To "AS TS' - °M' - -2q• AN= VALVE (ARAM" OONfl1OL VALVE) u M 4O_L K1 �. No. 21693 G LLESP E-DEL P ENZ , f. ASSOC, INC. F L.A. 01362 « Ex9.9aM * PAIVATE CONTRACT « r C P AU GG Ny- ERMITS E-- - -PLOM . G illaPie•DeLorense 8 PVC LAT S ASLA & Aeeoe inlee, Ine. [� COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS SHEETf MA -r OL 015 M1M. MIS�MMMM Lwwpb not 47?011L, PERMIT NO. L- - lo b -IOiq PLAWI NG & WOM SPECIFICATIONS & DETAILS FOR: OL MS SPECIAL USE PERMIT NO. �-2W P gSIONAL 14 lawdieapeAnrluaenre MOONLIGHT COVE i - QQO�. N �,J`„ J7JJ Jirrh Aw.we TENTATIVE MAP NO. p \ C San Diego, C A 92101 HANGES QE/VCH MARK CALIFORNIA Ccx� O1 ' �WiLGID " No. . SIKA2o11 H� Q .A ��, (619U29J - J11J IN• COUNTY AFPADVM C A � D C'OORfINA7 NIIOEX I� -I ar ea* Aie - oM 1T "sY8T2Y... W (�tA 11 ry I +. ' .. m t DEIKRM�TION: 91dA1 ?/iCl7 t71SC_ hra2 IP�S� N131 -IA33 D��A of WORKS e,y, C� • /NrwT • / n � /YS �u «�f �i •S'B8 1 y ATMOSPN1tRIC VACUUM BREAKER RINM m "" J �O. 1362 0a LEA& LOCATION: IN .s. 5 44619 aF *L9LZ N 512$ OF 1 0 '-Sqr -e'er SlR1.ItIPFIN.L bl kiiL4EY bl a A11 t -E; F. 1'Al I.CL*b E OF CALIFO Cb RECORS FROM: <jh+ %219 ';;QLR Y 15044 -4 '05221m M� 40W41 W Ag 14 rowf ELEVATION: "124" DATUM: 14A,v.D ��. ►« •. L- I636 W d FILE N0.