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1997-5039 G (Plans) co GENERAL NOTES 1. Notes are directed to the work of the landscape subcontractor. Any e„ reference to the contractor in these plans and specifications shalt mean the subcontractor. 2. Work not intended to be under landscape subcontractor's contractor: y.. A. N. I. C. -Not in contract B. By others C. Existing O O • . 3. Subcontractor shall verify with landscape architect that plans are 0 D o current and a roved. O Q ``��`� ( O r o a ap 4. All work shall be in accordance with the requirements of the Guidelines 3 and Specifications for Landscape Development. k h 5. These plans are based on improvement plans by Hunsaker. and Associates._ 6. The contractor must notify the City Engineering Department two working days (48 hours) prior to starting construction. 7. The contractor or developer is required to fully maintain all landscaping until full City acceptance of all improvem6nts within City - maintained areas. 8. The subcontractor shall obtain all necessary and/or required permits and pay all related fees and/or taxes required to install the work on these plans. n sa n d al wo od: 9. Subcontractor shall submit a schedule of work, to be approved by contractor and landscape architect, prior to beginning the project. The I work shall be in accordance with said schedule. 10. The subcontractor shall be responsible for coordinating his work with other trades. i' 11. Subcontractor shall notify landscape architect of any discrepancies in existing conditions or within the plans prior to beginning the work. ' I 12. It is the responsibility of the subcontractor to familiarize himself with al/ g rade differences, location of walls and utilities. the contractor shall repair or replace all items damaged by his work. He shall coordinate l work with other contractors for the location and installation of pipe s re are F or. 1 1F Sh ea H omes s l e eves eves and laterals under roadways and pavings, .etc. 13. Landscape subcontractor shall be responsible for locating and staking all sewer, utility and water mainlines prior to beginning work. Landscape contractor shall be responsible for any damage or replacement of said utilities. 14. The subcontractor shall notify the landscape architect rior to beginning work and shall be responsible for coordinating with the contractor, landscape architect and 15. 411 material shall be new unless otherwise specified. 16. The subcontractor shall, immediately upon awarded the contract, make any arrangements necessary to insure that all materials and supplies The will be available when needed for this project. Collsborad" West One- 17. Additions and/or deletions of material and /or labor shall be made at unit PWW*V prices established with the contractor prior to beginning the work. Urban Design Landscape An twk" Habitat Restoration 18. No alternatives will be considered for items specifically called for on 100 kmnida Mi rama r NOTE TO CO NTRACTOR: Pinkline sets are for bid purposes only. these plans. San Ckwwft, CA 92672 Blueline construction sets will be issued at award of bid. (714) 366.6624 19. Determination of "equal" substitutions shall be made only by the landscape architect. 20. Landscape architect shall be notified no less than 24 hours in advance of any inspections ormeetings. ABBREVIATIONS OWNER /CONSULTANT INDEX TO DRAWINGS VICINITY MAP 21. Inspections ,and meetings shall include: A.B. Anchor Bolt Int. integral A. Pre job meeting A.C. Asphaltic Concrete 3.Box Junction Box S. Soil amending and grading Adj. Adjacent Sts. Joints Ate• C. Construction Alt. Alternate L.A. Landscape Architec, 01A1lMEw ARCHITECT D. Irrigation coverage and pressure test Arch. Architect (Architectural) Lic Licensed Shea Homes BBG Architects SHEET NUMBER SHEET TITLE E. Plant material selection and spotting Auto. Automatic L.P. Low Point St Max. Maximum 10729 Tmena Street 26 Corporate Paris F. Pre - maintenance Bldg. Building G. Post - maintenance (final) Blk. Black M .B. Machine Bolt San Diego, CA 92131 /ruins, CA 92606 1 Title Sheet B.M. Bench Mark Mech. Mechanical 619- 549 -3156 714-264 -1795 Refer also to sp ec ifi ca ti ons. B.S. Bottom of Steps Med. Medium Fax: 619 - 549 -0112 Fax: 714 - 261 -5515 9 � r p pe 2. Construction Plan at 40 -scale a C.B. Catch Basin Min. Minimum N m 22. Subcontractor shall be backcharged for landscape architect's time C.F. Cubic Foot M.H. Manhole CIVIL ENON!!R Nw"Tw" CONK&TIit11T 3• Construction Plan at 40- scale \ C.I. Cast Iron Multi. Multi brancheC Lance Sweeney Consu vrhen inspections are called for and it is found that the work is not y lting \ OLIVE RD. Cold 3r Nunsacker � Associates 4 • Construction Plan at 40 -scale LEUCADI LEUCADIA BL significantly ready upon inspection or the appointment is not kepi_ C.J. C old J Line N.I.C. Not oint Nat. Natural r Contract Huns Hu g h es 28441 Rancho Califomia Road i Encinitas Ranch C.L. C i Clr. Clearance N.T.S. Not To Scale lrVlne, CA 92718 Suite 5 Construction Plan at 40 -scale z 23. Subcontractor shalk verify existence, size and location of all water C.O. Clean Out O.C. On Center andsca a architect of an . discrepancies prior to Comp Co mpact ed O.D. Outside Diameter 714-563-1010 Temecula, CA 92590 6 Construction Plan at 20 scale of Entry \' � GP��EN 1ilEtY Rp meters and notif l p y p Fax: 714-583 -0759 909 - 695 -2367 PACIFIC OCEAN k s initiating any phase of irrigation installation. Conc. Concrete P.A. Planting Area 7. Construction Plan at 20 -scale of Park 24. Subcontractor shall verify existing P.S.I. at job site prior to installing Cond. Condition Perf. Perforated Fax 909 - 695 -2467 \ a MTN. MSiA R. landscape irrigation system. Verification shall be made with Cont. Contintious P.O.C. Pans of Connection 8 • Construction D o Q . �.. C tr. Center P.S.I. Pounds Per Square inch sTWTURAL EI40 MM I11LlCTOCAL mew 25. Do not willfully install the sprinkler system as shown on the drawings Ctr. Sink Counter Sink P.T. Pressure Treated 9• C beta N1TAS BLVD. when it is obvious, in the field, that unknown obstructions, grade Cu. Cubic P.V.C. Poly Vinyl Chloride 10. Construction Deta %ls NCINITA l I differences, or differences in the area dimensions exist that might not O.O. Deck Drain R. or Rad. Radius II D.F. Douglas fir R.C.P. Reinforced Concrete Pipe 11. Constructi Details NTS have been considered in the engineering. Such obstructions or D.G. Decomposed Granite Rebar Reinforcing Bar differences should be brought to the attention of the owner. In the Oia. Diameter Rein. Reinforcing 12. COrlstrilCt/on Specification SITE event this notification is not performed, the contractor shall assume full . Required responsibility for any revisions necessary . Dim. Dimension Re D%I. Detail Ret. Retardant 13. Constructi SiPeC%flCat%On Ea. Each Rgh. Rough 14 Construction Specification 26. The intent of the contract is to provide 100% coverage to all planting E.J. Expansion Joint Rwd. Redwood areas, as pan` of the scope of work, provide any additional heads. Elec. Electrical Sch Schedule 15 Irrigation Plan at 40 -Scale special nozzles, or patterns to achieve proper coverage with a Elev. Elevation S.F. Sheet Flow 16' SITE L CATION minimum of overspray at no additional cost to the owner. Eng. Engineer S.F. Square Foot APPROVALS Irrigation Plan at 40 -Scale Esp. Espalier Sht. Sheet 27. Soils testing for agricultural suitability shall be accomplished at the Eq. Equal Sht. Mtl. Sheet Metal 17. Irrigati Plan at 40 - Scale conclusion of rough grading. E.w. Each way Sim. Similar Ex. Existing S.L. Scoreline �� 18. Irrigation Plan at 40 -Scale .: i •' n , • act vcc _�.•. --�^'` � 28. General contractor shaft leave rough grade at + .1 of V for landscape Exp. Exposed Specs. Specifications A w VA _ N F.F.E. Finish Floor E 19. irri gation Details •, s .� r's finish grading Topsoil import and placement shall be 20. irrigation Specification . Elevation Sy. Square F.G. Finish Gr ade Stl. Steel T Ito contracto s performed by subcontractor. F.H. Fire Hydrant T.A.D. Top of Area Drain 21. irrigation Specification Finish. T. and B. Top and Bottom 29. Slope all planting areas away from building at 2% minimum for 5' F.L. Flow Line T.B. Top of Berm . Plan " Q minimum, where applicable. F.S Finish Surface T.C. Top of Curb ting Plan at 40 -Scale Ft. Foot Tex. Textured 23. Planting Plan at 40 -Scale ' 1• t V " r elevation. Ft g. Footing T.G. Top of Grate • � `• a u: 3v. Finish grade shall be 6 below building finish fl e g g S U BM ITTED Fin. Fount}lif! T.G.D. Top of Grate Drain 24 Planting Plan at 40 -Scale ,� •• ; K '+•• 31. Finish grade shall be 1" below finish paving surface in lawn areas and Ga. Gauge Thk. Thick A gency Submittal April 2,1 99� 25. Pl anti ng Plan at 4o -scale 2" in Shrub areas. Galv. Galvanized T.P. Top of Paving ng G.C. Ground Cover T.P.C. Top of Paving Coping s ? G.I. Galvanized Iron T.S. Top of Steps 26 Planting Plan at 20 -Scale of Entry ,� ` •3 32. All proposed grading changes (mounding) shall be as gradual as H.B. Hose Bibb T.W. To of wall a po ssible--feather into existing grades at : s l o pe maximum. P Bid Set I SS Ued M ay ;5 1 2T. Planting Plan at 20 -Scale of Park l s I '• �' po g d 31 l p Hdr. Header Twl. Trowel ' "' ' Hdr.Bd. Headerboard Typ. Typical 28. Planting Specification ACC `a 33. All topsoil fur earth mounds shalt be as app by iandscape Ho Horizontal Vert. Vertical 2 A send Submitt June 16, 1 e� architect or owner. Submit samples before site delivery. Landscape H.P. High Point w/ with I A " •• 16 " architect or owner shall approve all grading prior to final placement of Hgt. Height 'W /O Without U u Got any plant material. I.D. Inside Diameter W.S. water Surface Q3 L Inv. Invert W.W.M. welded wire Mesh' VI CA P REVISIONS APPROVED DATE REFERENCES DATE B ENCH MARK SCALE COMMUNi` 'Y DEV A PPROVALS i � NO. CITY OF ENOWITAS NGINEERING DEPARTMENT DRAWING FITY ' %4 - PLANS lP UIY SUPERVISION OF RECOMMENDED APPROVED 2 �� .� DESCR TM. TOP OF 8f> M DISK IN W U. MONUMENT Or T jLE SHEET , LirCA110N: STA. 61+24 Q MW K& HORiZONTAI. N/A / I - DATE BY: -BY A • A rC , b 5039 -G o REC OM FROM: S.D. COU1tt1C vERtIG1t. MOM PAGE 105 M� , C ��- -7 6 /`� ` � � C.E. O O R.. = � ELEVATION: 120.20 VERTICAL N A �. EGIMI:EF. DATE:_ DATE: DATE _ - g EXP. ; Q _,,• DATUM: MSL : TM NO. 96 -028 SHEET 1 0 F28 F , 4 Y;. r k \� , t V a_ e > \ t L y � f .. COD 0 LLJ >^ 1 ... .. 0 ­7 4P 4P "� � .. . -.. , '. /•� Y 1. _ y Y L < v w L r Y f , f , L n < , < n ^ � >' q r > L !^ r a ' L > < r+ ^ < r L < . �� ,. ,; Y Lnr y < > ^e >^ (< r > <, <<'> L r�<n ,L a L • . t >\ ►i I I � ! F .. � t .:,_.v.n Y > L..> > ,> >v >n > ^ <r�ed'�y<� >r,r • <^ <> �<> - [0 ti ) p u. > , a r < L >< +n 353.8 9 y ,..,, � ] < ^ > a r > , < L L , < ` L L <> + - < < � J < � L < , e + � `J < n u j > _ J'J G--._ �. .. J t r < < , n, r , L < L L < rn > < LY >x 1 <L' < �><� < A C r]>`nvry < <i-Yn ^� i ° `Jn > > <� — • >> ) W < L L ^ 1 <L ^ ^y � j f.. � � -•, O _, L/ , -,,,, .. i t `� i \ r < > L ^ < J L n < r L r < > ' > < > , Y > v , < ^ ° < > ` > < > < J , ` > 376.6 k A rV L Y <r> Y �> n �. ! F ` C > e ,+ , ", rj n�vy..,J L . ,. V w > y.. , > < Y L,:.v y r >; <:..r nL< + > >. > < >, � Y <` `> < > >L rn < >> >.< ¢wLVi >> ], ^� pr(OO Tr` <[ ` < it » >! ,• P � v > L L J ^ > n >, v' , n ` n > n � ,w. l ` ' , ,, \ 1 n< v r w w Y >< > L a ') , v c „' n L Y _ r 2� ` ° Y v � _ y > ^ „< > _Y�_r.,,.L « "�, p n > � «,..t. ,. J.x .,, ". <. PS- > -. ....r�..,.. , r r ^< <'>vc r`n ynr4v cyJ< >n ( PLAN , ^ r r 353, 4 ' < tJ > y _7 y c '(}r }• 4 �k L' < ,J > >AJ` +n�',�aJ ,J >^ y w > t < " L . J > v + , w, y ^ J c > °, > >' 4 L a r ..” Y �— r' � � L- v •v w n J > + <T J'J + >c <n NYC 4. < Lk ` Y <� ^> w s r > v � n,, a � l' 8 aA 3 Y Y Y Y > 376 I� .9 `�� t if ! •L,e <nc "J > n >`J'; J <,vn n <J <L V Y ,> n r v>nt >n.,,.. Z:L `�,.. L V „ ° OEN SPACE � �' f t � ' 1 W,` f >, <�c >Yn > L >�,i Y , n,L '<' < L � ^ >J > c i• • � } � _, r < 1 > r n < Y J > L ] ( F y X1 r� t `�• I OD �t. � \ < >c,� ^> < > < r c ^ �< > <v ' < < >L ^ < �n > L T) La^ �� <L > r ♦ (� � 1 1 l l L Y 3 n J 1 ,Y 352.9 • 0 +, : 0 ° //�� ) �' f L ,y i � ^• L � Q � .. "`y _ --., \ i� t �� �}+•�' ,(,�� > n ) > ^ > '?' <<n> r ' '' v ' v , � � � � 1 i >r..,, '• - c , D.. � �--- .__ ----- � z . / � � : J +� �' >J>v LJ> " < `J > , >�L <y � ,L >`n �`> ' i 1 � �� 1 37 4 _try -P. 351..7 , \ 1 3 , 2 M DESCRIPTt41l COLt3R b FINtSW IMAM, A DETAIL i \ . - , _-` • r See ear's Plan. 1.g _ 2.15 - Trail Natural dirt. 350.3 + , , t �� l Ci of Encinitas Standard D , / Fence Minimum 30" high concrete rail fence City of Encinitas standards. 2 rails require d 3 6 9.8 �, `' �f j l ! ?' 4 2.18 See. Engineer's Plan. 1 J � 2.19 Mett?r :ncsation See En inedes Plan. w 2.22 Sep Engineer's Plan. 17 x.24 _ R esawn Douglas Fir - paint or stain per an dscape G,8 387 .. 4 � � � ' , /} T ��� � Architects direction. W V► l ' ` 1 2.25 View FetwA Tubular steel. Paint to be Frazee 878N vershield F,8 _- r v v �, Off Black). ; � ,, � Z 2 2t3 •' y rfij �� � � Resawn Douglas Fir -paint or stain per andscape ' • y- s Architect's direction. : b N N 2:27 See Engkneer'aplan. C, 8 �raa s , t ... o 2.28 Q,8 1 366 8_ - - ,. '► � ., `_ _.; _ � 1 , ' Wail 6" high CMU spttt face black wall. Color: our- . 'Doug or approved equal. s Ca 2" high CMU split 37 . p 9 face cap. Color. Sour h or D,11 roved al. r „ • u o \ \ t x.31 I ✓ D,8 o + 1 + • 21 wall ` CMU split face talock wall. Color: §6w- ugh or epproyed uat Cap Precast natural color concrete. D,11 7� a 3 6 •�.'� °� fi 345.3 , 107. . \ � -- ..� a .:.� -�. 14 , • I k I 32.9 I � r i ` a \ ' V' z - '00 ♦ 361, i t Y ♦k yl �. �:, , :.,-- �� � �, ; SEE $ ��o � � � } ,` -, ;�, •� �"` t3 lo t 00 to deg, C�c, �. J to to 4A CI�I�F �Q _ Df ��� • W REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCIN ITAS ENGINEERING DEPARTMENT OESCRIPTiON: TOP OF BRASS OfSF( IN W01 MW" NO. L . PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED . � . LOCATION: STA. 64 +24 EL CAM INO REAL HORIZONTAL 1 " =40' DATE BY: •e • P -`� C,�,o , R£COROED FROM: S.O. CCOUNTY MERTICAL CON,f!(iL PAGE , os -G 7 — � 4 _ � , , 5039 ELEiA1TlON: t 20.20 N/A R.C.E. N0. ° w VERTICAL —� DATE:, ' t� , DATE: 1 - ! �► DATUM: M$L DATE _. ENGINEER EXP. TM N0. 96 - 028 SHEET O F " mono f 29 \ a 1 0"A vw 347.6 a 1. 1 0 mi NC tj za 30 d y to j III r it 361 { , ♦ .► L 4�� ♦; \� f , v i ♦ a ' u 85 I .; ° � < 15E]C l=scrtIPtroN � �, 363.3 --, ` � e�NU. & DETAIL ♦ 1, / ° v 1 SUPPLIER E E ENyc z � E �! • •.` R�r_.r�al�n.++al Trail See ngineer's Plan. __ 2.14 �y�,� .•,• • 7 -" _-- I Trail 6" C merit treated base. 2 00 0 Z 3 6 5. Q 2.14a i! a 00 00 See n ineer's Plan. Trail N to al dirt. 2.16 A JoAd See meer's Plan. to I ` 8 4 2.18 See n ineer's Plan. . ° 36 . I 2.19 �t acati'on See n i neer's Plan. j ,! 7 1 _V / z 3 ' ` 2.23 Retwnbg Nail Reta ling wall per Civil Engineer's plan. See 2.28 f' --atetial a mortar Color , ��.. • i for w p or , X 7 \ ill m Rolled rt a to block , r i t 367.9 pai tai per Landscap `\ 2.2 W ood Fence Res n Douglas Fir - pal or s tain a I'G,8 • \ Q Arch act's direction. J ` = 2.25 View - Fe nce Tubular steel. Paint to be Frazee 878N Evershieid _..' F,8 , l 6 83 - ofr ack . 3 � .4 2 . . . a -„� 1 . ' , � z 2.26 Sideyard Gate Res Douglas Fir - paint or stain per .Landscape C,10 f, l 3 . ° arch is direction. 2 28 ty Wall n • o n Wall CMU plit face block wail. Color: Sour -Dough or t 74 - ' appr ed equal. it ► •' ., N Cap CMU put face cap. Color: Sour- c ap. Sour-Dough D 11 or � 7 0 . : 2 .311' EffAdw I - Wail CARL! plit face block wall. Color: Sour -Dough or j Z _ o � D,8 87 I i a r ed wa'I. 6 ° C Prec t natural color concrete. 82 D1 a o 342 2118 z 371.7 , rv�T / �' 373.1 ITT A MT -* oil WL lit 62 1 w 34 . -- 8 }3 0 1 5 ;: I 374.3 z I f 6 � 341.1 L - . . 76 4 � I 63 Z ` J r v lb 1 338. ri 67 339.5 375.3 J ' v 77 64 N�� �z Nb ?d� I 3 75.7 �� N 338.6 , Nd�a . s , (t i y 1 1 ' 1 Q ��. 7 , {I \ , _ / V �\ 66 , h \ 375.9 r r 65 375.9 i ♦\ \ \ � 338.7 339.0 ' 225 \ M A t , w : , ,/. OF VIM 3 �f.- _ " x' _ .. N� _ T NG► , , ; . 5 „ T ,.. .. ..« .: .. '. •. :: i .1ft` 7't° ,, ,.. .:: . : :aw... .>i,lE -sn . . ,.- .: .. ._ .;_ < .r., , 3 , 0 t W , h - : f'j _ r C Il mpN . ,�, l.: I G[i �, ; i 1 � C > IN '.s N) 2► '' a ` ? .1 to 121 , t ac REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVAL$ CITY OF ENCINITAS E GINEERING DEPARTMENT P LANS n � ENT DRAWING NO. o�wrloN: � of ®toss DISK IN *U MONUWNT PREPAR SUPERVISION OF RECOMMENDED APPROVED LOCATION: stX 64 +24 a cwMINO I" 1 " 40 HORIZONTAL a coN DATE BY: -�� Q - Ali : - itECCo FROM- S.D. couNnr vUrncK nia � IM � � -q g 4 5039-G " VERTICAL N A R.C.E. N0. Q R ELi:1+Algl�l: 120.20 � -- DATE: ' L DATE: DATUM: DATE ENGINEER EXP. d TM N0. 96 -028 1 S H E ET 3 O F 28. 5 I b �5 o r „ M 1 > HEET -V.-4ATCHL ;j6. 29 , h se em ..'.. ••" go of 347.6 tL • �+ -s Soso log to N It I � { 4 " 3 48 t .. .�./ C " ♦ 1 " • �� A � �--- , 317.5 � z.zto ♦ � 3 , 8.3 5� ♦ \\ � ♦ � , 1 ` '� o O PEN � y 49 € �� 1 318. C `\�% \ ,/ / �\ ' ` l\ — \ ♦, m I 1 , f \ , 3 3 \ 31 m -� z a 3 / , ` 32 o � 1� , CQt..O o . 2.14 R -reAfion t � See En in eer's Plan. trail 6" cement treated base r �"` \ 2.14 See Engineer's Plan. trail Natural Dirt. 51 �` '' 60\0 2.16 AGcv&jJR0Ad See Engineer's Plan. _ 87 230 ', # '� 2 18 L W b L e j QIfi See Engineer's Plan. `"l 2.22 Fire H � � : � � � �� r►�. xdm See Engineer's Plan. to 2.24 WoW Fence Resawn Douglas Fir - or st r Land p � Landscape Gr8 Architect's direction. 5 `� �/ �� 2.25 View F e r_e 8N Everahield • \ / \ \ �_ _ �� Tubular steel. Paint to be Frazee � F,g ,\ 22 3 C Bias f k , # 50 2.2 W Resawn Douglas Fir - paint or st per Landsca f \ � Architect's direction. ` r . , • 2 28 . � Wall 6' '^ii I't CMU slit face block wall. olor: Sour - 53 342. p { 5 9 Dougl, or approved equal. 323.6 �, �� + 4 J" rY ( \ / ®' �' C aip 2" thick CMU lit face cap. Colo Sour- 3 •." # s plit P Dough or D,11 a approved equal Concrete Drivewa Natural coksrncrete; medium ac ld wash finish. 29 ,v ���� r Sawcut scoreline. - \ WaN CMU split face block wall. Color: S our-Dough or approved equ Cap Forecast natural color concrete. 5 / r 2 4 . 1 322 .' � � f 62 34 - : \ 57 \# ti� r� 2 3.4 ' .. o 56 I i 23.8 J 63 338.E x 2,2 { n L n r + > , v C _ t d' L < L •� i ' � L < 4 >.L ,wl= Y.:.L L r< L , ": a. < n ,A �+ � • •+� , J L n )5 n > )L <C > .A'' ', < > ..,> L <> < J A L J ' , .... ... - � .. c a v c � iikz L " ` t C nt � , L < n L'� - > n L , /] CL`C` .< V -I. ' > J`� � � -, '• J V ] .., ...."..•....,. .•�.. t .. Y ' J <, > <` F 3386 > > <` ` <' � <;� <�;����;�� � �� � � � � � . J Y.Yw \ t yt f`C > < <> ".. A J L k ! > J >n v> r .y f,y r v > > J rn ` Y Z7, 290 , r , v n : ..L t L ' n > Y J n >. V L .,n t < w L ,• A n ) u ' Y" J n .. r > <r r < L'r , < r..J <n na vJJ n> ..- ' , ',. J L G `n .`L. - :. •\ v v j r J t r L J n. J ,� L J > n Y J ,.< n r I y n \ n • \ n > I a > < n a •V v „ <V L '; 1 (1 • , y v a < r > v t n V n 280 ' J L ` WE l� ' J .. -w... ,:.. G' T._�' "L,. - ... <. c., - ._ L T. ,t x a ' n > / �� 2 90 2 75 � Lz cic ti — — — — 9I w REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT �; APPROVALS CITY OF NCINITAS ENGINEERING DEPARTMENT DRAWING NO PLANS DER SUPERVISION OF RECOMMENDED APPROVED DESCIRPTION: TOP OF BRASS DISK Ni WELL MONUMENT LOCJlTK1N: STA. 64 +24 Et CAM REAL HORIZONTAL 1 =40 DATE BY: 5©3-� ©; R'DED REOO FROM: S.D. COUNTY VERTICAL CON OM PAGE 105 ELMTION: 120.20 • VERTICAL N/A R. C. E. NO. DATE: '7- VS DATE: DATiJM: MSL DATE E EXP. TM NO. 9 6 - 028 SHEET OF u S M 9 jr e F1 t 4 \ l A l i Y I "iw is (I } } f r f F rte' x i I /� !, !' 1 I ! re i 4 1 - � 324.7 � o / 23 0 t 324.7 353.7 ? Pt 2R � 324.1 PLAN 2R 2 q � �� • 353.4 i j j • j \ / ° 323.9 Q�� '' ° 24 MANLAL DETAIL O 39 o • 1 2.16 a # see EnV'rneer's Plan. w 0 32 E � E ngin eer's � ` � 2 17 ��ev ac ��o . fee � ear's Dian. 1 Q 4 4 r 2.1 g See Engineer's Pl ` t 322.6 i 2.22 fire See Engineer's Plan. 25 � , : \ • o �, 2.24 Wood Fence Resawvn Douglas Fir - paint or stain per Landsc 352.9 G,8 , _ ; . Architect' direction. . z � 2.28 E rshie Tubular steel. Paint to be Frazee 878N Eye 3 g 2,2+ F,$ ''` � (Off Bieck)- 318.4 -✓ ` c �j o \ �f Z(o 2.26 yacd ,ate Resawn Douglas Fir - paint or stain par lands C,10 / AC chiteafs dwection. 2.27 JrAd ftnso E;iw;;rfs Pw. C; 8 R 45 .. \ � } 2.21 _ 317.6 ° , �. -�i► �� 351.7 t► \ �''',,►. t_ ° 37 _ W 316.0 I > ; U Nlt ` H ST . z 27 350.3 j 3 \ x f I I WELD GALVANIZED 3 * ' I tT EL TOP PLATE y � ` TO OUTER SLEEVE 14' -10" 46 I z l I Q 5' -5" 5' 315.9 -5" 2' -0" ,. L 1 d I 51/2 DIAMETER 3" DIAMETER �1 - 2 i GALVANIZED STEEL GALVANIZED 350.3 i \ OUTER SLEEVE STEEL PIPE (TYP) CHAIN LINK WELDED 4 � • TO GATE . r . } , ° f r I Z T , I �i Zt�/7 ', `, ` ,, I CROZf'OR e 4 ' -0" � 47 Q • DRAINAGE (TYP) ° 35 ROADWAY ; TRAIL ACCESS v 317.1 I 1: i ✓ 316.8 o _._ ,_ 1 � • � SIGN R ° r • +�` r • DETAIL BELOW iD I •sue i' I " ° io STOP I I 2 ] '_ AUTHORIZE d �� 4 1/2" DIAMETER VEHICLES 347.6 GALVANIZED STEEL VY INNER POST o � �i I ,,.•.••�:' -- \ r \ DETAIL 1 2" ACCESS ROAD GATE ,r \ '��, OIA DIA l I � .�' T. maim N S. 40 iW E SEE S E ` \ w = TGN!- 3 4 r i p 48 � � \ o i t s 318.3 > o \ 1► �, � f y \ 0 \ 3 s a ��� I► 3 45. 7 \ OPEN ., PACE k ; . E \ DSCAP 1�n' Uc q �� go Do* so to ,, qo � r N. to REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DRAWN 13Y H EC K ED B Y APPROVALS CITY OF ENCINITAS EN INEERING DEPARTMENT DRAWING N0. . PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DESCRIPTIOlt: TOP OF DOM DISK IN WELL 6 OWN1 FIT f LOGmc STA. 64 +24 EL CAMNIO WX HORIZONTAL 1'" =40' DATE BY: - - $'f . A+r'a�t ✓ 5039 -G ; REooaoED : S.D. couivnr vEFlTicx r.ONIRa PAGE itis T (� - 9 � ���•' _ �� ... R:C.E. N0. ' ELEVATIM: 120.20 VERTICAL N/A DATE: 7- 2U-9l� DATE: _ DATE ENGINEER EXP. DATUM- � TM N O. 96 -028 SHEET .5 O F t $ . : _ N dmdn g Notes Q 1. Examine all site conditions affecting the work. Verify proposed Legend - p HT r U-U 7 P-� R - 45:4:�'H grades and notify owner's representative of unacceptable conditions prior to construction. 000.00 Proposed spot elevation ..pp ' 2. All gradients are continuous unless noted otherwise. Provide smooth transitions: s --- -- Drain pipe, 4" diameter unless otherwise noted I1 P7 N , _e.. �_,3. nish dss. bel_ot a eft v'hLt 1, f r turf areas and _ .,,,.A.rea)ratn 4a 1iatnter. r�een alr�umti ste NDS. #75) with IVDS ._ = 2" for shrub areas unless noted otherwise. Spee - D- Basin. W - 2 Provide 1 % cross slope on all walks. ---�o Direction of flow: 2% minimum in planting areas. .• .N. .�..••► 4 _ . O Drain pipe installation. Indicates curb core. e per City specifications. O memo* � , -_.._ T_, �.. A. 1% minimum slope to drain. 3 ___.__.. �~ and mrsh ra e _ __. __ _ . _.._ r` B Pipe shall be continuously supported on a 2" bed of s FG F' ' G d or screened soil. Soil backfifl shall be free of rocks __.._ - diameter. - FS Finish Surface _.,_1 C. U� sweep fittings at all directional changes. D. No directional changes beneat h p TC Top of Curb E ` Solvent-weld all fittings excluding grates. l r� TG Top of Grate rt - ^l min and shrub drains. TW - P rovi d e m i nimum ' % grade a to all turf a Top o Wall - -- -- 7 Al! pipe' fittings to be ABS Available from. N Diversifie Sales _ � - ."`"•�."-_•�, � d inc. I (213) 991 -5000 _. : . -. -- � MY DESCRIPTION GOLdlt &FINISH MANU. & DETAIL SUPPLIER ENTRY .. .. . ............... Stone Entry W 2 S all W li C U block w►th Ledgerston P e veneer. Santa a Se uiveda Detail A W < •, °hiiiiii;.�iiiiiiii:::'iiiii �iiiiiiiiii : .:iii ?iiii " . ..... ..:::::.... ...:::::::: :.,,::::. .:::: ::....: , A � . .::::........... •:::::::::.•::: iiiii::'..:::::::a:: 'c(::•..•:::i:�•!!�. .: iiii'' .ii::::::: ::::::::::::........, ::. •:. _ .. . ........:...:::::::: •:......:::::::::...., :::�:::.� . • .::. •:• .::::::::::::::::::::::...... W u Si na h �� • r. mor . Copper Buff Ledge D ry s tack star ess I She t 9 Horizontal joints. ... ..:............. � ro t Iron e B Owner [3L 9 9 9 B9 . ^ ♦ �.2 Stucco Entgr Wall ` :••:.. :. Stucco Wall co col o rco BI ock • A,9 U block wall P Sand finish Stuc t O E 9 f J .. be selected b Landscape Architect. ......:...:::::::::::::::::• .: .- y .. � Stucco Cap Rolled stucco cap. ITT � •�� ' �••'��� �• •" ,� 2.3 Key Pad Ptlaster 3'-6" high pilaster. BEIC;9 of �'�" _._ . �� Stone Pilaster CMU block with Led erstone veneer. Santa e �����' '`• �'` "�'' "���'�����`��`��� a. - -'- .. -. .:. Copper Buff Ledg er. Dry Horizontal joints. Sepulveda rt ?A :,n, s rY l ook. mortarless rless i E ... .. ... ....::::::::. :ia;at... L' service directory. To be mounted i S _ _ .•.....:, Phone Access Box entex Infinity ' . �, � ! ��::: �' .::.:::::: :::::::::::................:... •, ,..�......._..,._. ..,. Phone pilaster. Contractor to verify location o .................... electrical supply and phone line prior to bid e C CMU block with Led r tone veneer. nt . r 2 4 �ry Plinth Stone Column veda edger. D s i .. •::::Y..:.:.. ..:::. ...:.... ......::::� 3'•. 3 - � r • ..:.:... :::::::: :::::�'.::::� • �.w .... •:::.• :::::::::, Dry stack mortarless look. Copper Buff L Pp 9 Custom Cap Natural color concrete Medium sandblast finish a ono style. Horizontal 'oints. '��:::��- .:::::.:::::::::......... ......l::•.:iii:i::::::: � Pot Rim at 9 dig. an 4 (2 Lunaform D,11 J SS Allowance: .0 0 for two pots :.::::: :.....:::::::::::.............. ..., �'' Planting Allow e• $300 2.5 Etry Gate and Pilaster A,10 Gate Gate motor, -"" loo sensor, and related e quip ment 1 ... 1 per gate installer shop drawings. • Z t ••��••••••'•�� �� � "" Pedestrian Gate Installer to p shop drawings. s. B 11 Iv CMU block with Ledgerstone veneer Santa a Sepu eda Pilaster C,9 & D,11 ..........::::: Copper Buff Ledger. Dry stack mortarless to k. ;MANUFACTURER /SUPPLIER Horizontal joints. .. s., � � ,,,....;,;;; : :::::::::' t; �' .i • � Ca �� - Natural coio� concrete. Medium sandblast finish. ._ . Wall CMU I with t bock h Led erstone veneer. Santa a A - 1 Sepulveda \ 1 SOi /S CO. 9 e d a C,9 X72 . i - , ..' "': •` � '. ; ; : � � :�:::�� : ::::::::::::::�::::: -' � r. mortarles ...i � St ree t Copper Buff Ledge Dr y tack mort a ess i ook. '\ k ............. 2 Zero Trad e S I !Burls 300 . s 2121 Custom Cap Natural color concrete. concrete Medium sandblast finish ;San Diego, CA 9 D,11 „���... -- , � � � :: •::;i ,, l�'.........;. iiiii:i� , � 1(619) 566 -2000 Arbor Resawn Douglas Fir - paint or stain per Landscape D,11 • � Architect's direction I Li ht Fixture Model No. W95 12 -V FS. Color: Dark Verdi. Rocksca e ' �'' ! . - Acker -Stone g P r = �I (800) 535 -1666 2. Se_ciel Paving 8, 10 Seed Ag Natural color concrete w'r:h seeded a 99 g re ate; 3/8" KRC Rock I t av e an As s o ciates, f- ID teS, InC. Bird's Eye , sawcut scorelines. Ba ng Ass � Cx _ IP. 0. Box 1088 I ( ! l 18 , Concrete Band Natural color concrete band; medium sandblast i + l ;Tustin C A 9278 1 finish. scorelines as shown. r (800) 669 -2585 n r 2, �✓ f (800) 729 -2483 fax JIE ' 2.14 Recreational Trail See Engineer's Plan. �Grassroad Pavers Plus l Trail Barton Corporation Natural Dirt.:.. . 41 South 47th Street, Suite City-of Encinitas S ta n dar d ad c o n c r e te rail fence per Ci of 00) 9949 C,8 Tem 1 _ p a J15 Trail Fence Fence Minimum 30 h AZ 85281 - i( E ncinitas standards. 2- rails re ulred (6 0 829 -61'30 fax 992 2.20 Loffell Wall See Engineer's Plan. V 1 I [�` ILunaform 2 21 A 6" Area Drain 6 q Atrium NG3 Spe a - B asin ""�► a } j ; IP. O. Box 189 ulliv sm wit h green grate. _ y _ area f Su 64 NIOS #75 n, ME 046 Fz 2 -092 2 0 7) ,� 3 1( r _....: I ( Pacific Design Concepts SAMPLE REQUIREMENTS: Z ,r; ! i i aF D. Box 19119 �°ontractor to provide the following samples, mock -ups, and materials in size CA 92647 t i ma approved sample 800 ion Beach, and quantity noted. mple or remove and , led Contra shad match a ov t ( ) 367 -7325 emplace work at his own expense. 714) 845 -34$5 fax m Rockscape SA MPLES: X9155 Alabama Ave. y I i -- t ;Chatwoith, _'A 91311 A. (1) - TW x 3'H x 5'L sample, Ledgerstone wall. Stone to be Sante , E LOCO) 469- 3637Sales Office I i x(213) 485 -3700 fax Fe Copper But( N (1) - 3' x 3' sample, natural color P.1. P. concrete cap with medium Sentex sandblast finish j 800 Desoto Ave: C. (1) -4'x4' wrought iron gate panel sample, include decorative vine +p j I Chatworth, CA 91311 and leaves. Rustic Wrought Iron color & finish. Q - 818) 700 -9800 U k $Southwest Boulder ;MATERIALS: O. N X619) 751 -3333 A. Closely review all construction notes and provide amples of all C �p Sepulveda Building Supply materials noted, including but not limited to the fallowing :� 1� (714) 364 -2100 * All stone �,�-- (714) 364 -3468 fax * All pre -cast concrete cap. V M �DSCAp pA �' _ -� � � � � *All gravel and decomposed granite. � ��Q n, Spectra Turf CZ C 310 Reed Circle - _ Corona, CA 91719 (800) 875 -5788 * 'I' O V 4 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS' CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N V YI`I (0' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED �p DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT CZ 5039 LOCATION: STA 64 +24 EL CAMINO REAL HORIZONTAL 1 • = 20' DATE BY: G _ p 8 ��_' th RECORDED FROM: S.D. COUNTY VERTICAL CONTROL PAGE 105 C �- ( °� a V `Q ••� 1 7 1 1 �' ` R.C.E. NO. .. ELEVATION: 120.20 N d DATE: VERTICAL —L_ DATE ENGINEER Q3 �, ExP DATUM: MSL . TM No. 96 -028 S H E ET � O F ` i 4 Examine all site conditions affedkV the work. V R propowd `�►' grade and no* o~s rep ntat" of u n able gondkions prior to construction. AN gradients are comtii . • ft*� 1 smooth tan ions. 3 Finish grades below ad, jecent paving shall be I". br turf areas and 2" for shrub areas unless noted otherwise. 4� Provide 1 % cross slope on all walks. b Drain pipe installation. A. 196 minimum slope to drain. B. Pipe shall be continuously supported on 1 2" bed of sand MR or screened soil Soil backfill shall be fn e of rocks larger than " n diameter. !a 9 � C. Use sweep fittings at all directional chap s. i , , cha nges beneath paving . � N direc Solvent-weld weld all fittings excluding grates. S 4 � 64 Provide minimum 2% grade to all turf and shrub rains. { r ° `le a , 13 National Diverstfied Sales Inc. (213) 991-WOO y . 4 t. �^ 1 1 1 gy F i 1 N 1 { legend i : ry . 1 r p P r o posed spot elevation 1 ,. r0 x ..., • n y ,f � 2 �, ,�. ,� , ��" �:� ., _ ,•. �.,�' ! Drain pipe, 4 diameter unless otherwise noted , n. • diameter en atnu at n m •, "` ' � f� :, : _ . race r gre gr (NDS #75) with NDS pee - D- Basin. 6 a - v Direction of flow. 1 % minim � urn V } e s v .. j ( 1 y T }} 1 fj 1 # f' 4 t m x Z I Direction of flow. 296 mum in pl ti a . . __ ... ini an rasa , M . N t .( a . Finish Gr ade s• Finish Surface , f t G T op of Grat • 6- . , x 333333 r t ^ z - jl _. :a : N 1 DESCRIP 'C OLOR A FINISH � n 4' 7 r . •s:,: II R L` l� F .� k 27 ! Concrete : p�, i � , � .._ r. �:: h ..., ._.,. �, -- „_. ..,.,.,......, . a iris I Natural color concrete• medium acid \ ¢ f (a. • (/ „ l wash finish. i A&B,8 EAM I Sawc i T ut scbr I . : e in S. e. Tot Lot I 2•1t Q ,` - !� N Play Equipment LTCPS- WBCUST: Wood. hider 2 Custom Desig I -s - ;• - = Little Tikes j 1 r Colors; Forest g reen acca sand roof, tart , — I 1 : panes i g I 5 P Design ' and slides. j Concep ► Play.Surface #20 Silica sand: Refer to aitfor depth �,_. A ph Soi Co. f ::.., v •, �. Q ;. (�.._.. ___ � . � • . , �' ( ALTERNATE SURFAC S ctra Turf la • surface LP. • < , ,: :, , s. _ .: _ .. ._ _.m._ ..,m, __._,.._ . � i ofor to be Spectra Surface pe c • selects nd owne - p - _ -0Gl rain 6 NDS S ' L.A. LA pee -d Basin Witt► lack grate r ry {� C`V` s , _ 2 Model No" 7- 5083.6' -0" to and surface Dave Bang Y. mounted. By Wabash Valle . Color to be black. 4 Associates Inc. : b f w required) f ' A Y A 1 n. z ti ,a -';,. • N , .. ,., - 1 - 10 s; I i . '.. '= 2: llttlib Cott Model No, LOW 32 32 all n . B Wabash V t g ) Y al ey Dave Bang C r Color to � , ,, Secure p r rer Associates,' Inc. °— manufactu OPEN SP"A- k recommendation. S w w 2.11 I ,. Table &� Chair Model .. del No. IMF= 238 -6 -GV. Iron i _ Mountain F k ore. !Pacific Design f I +.�� Color to be black. Concepts j BBC Model No. IMF - 200 -X. B Ir n Mountain Forge. P acific - ' Install per manufacturer's r mmendation. Color Conce Desi m Concep to be black. , I i 5 : ... - s 2.13 !, Redwood Ne • ceder 2x4 redwood � { I i - ! ` ,...r. ....... ,.iw... ....,.. 2.14 Recreational Tra il . .. _ _ .w.... .. ...,. , ..... See Engineer's Plan. I Trail V' cement treated base. E 2.14A I DDcomog nd Granite 3" deep. Color to be Califorr la Cold. See I I ! 1 I Engineer's Plan. IBoulder a 2.16 1 Acc s R0Ad See Engineer's Plan. „ i 2.21 , j Area Crain 4" Atrium NDS g S ee -d Bali een grate with S hrub a'rea's. NDS #75 >o L&a Basin I 2,21 A ' 6 Drain r r t 6" Fiat NDS ee -d h reen rare Lawn f � . g g areas. NDS #75 I¢' o _.: Y..,. 2.30 ]Electrical p Erb _ s Flan. � : t 4 w 0) S CAA p�. i VI REVISIONS +�» DATE SMH (NARK SCALE . C TY DEVELOPMENT APPROVALS � .. CITY �F ENCINITAS NGINEERING DEPARTMENT" ` DRAWING NO. VED DATE REFERENCES e _N 1 q4ge 4 16 D �arnoM: NIP OF OM 0119K N NU IualMUlw� PLANS PREPARE �11��RV1S14N OF RECOMMENDED APPROVED Low SVL "+24 a cameo wx HORIZONTAL I M DATE � B`Y: V A r col" 1 111C 0 REM FRIX S COUW r %UTM COMM IW M cio 7-14 , Aft. 120.20 VERTICAL N A R.C.E. NO. DAT E: � „ _ .... 5 0 39 t E: DATE: � El:E1N �'� +'t ••- 011►RIM: Mdtl DATE ENGINEER EXP. . 1 5 Qa TM NO. 96 -028 SHEET 7 O F 8 m • 11 � 0 12 7 ? -� 2 � W 1. W W. scars Ins, 1" d *, 1/4' radius at ed '�j so • ob: 4.• d. � ' 2. Co�ncrets slab. .. . , •,� .� . ° 3 1A1' W. sawaut 1" _ •. Q s °. `.. w _ g • d o 4. SONAW color to 1 MV Pi "('� lft � L 4r-- 5 11r ffYC* OKPO SfOn fiellf. a 114 redNus at edge& - 0 3 -3lq- 4.y 3 y DUAL SIDED FLEXIBLE MARKER CITY TRAIL. IDENTIFICATION (2 ") -_ - -- y , � O o Ole 0 .p �•a �. TRAIL NUMBER (1 112) Assigned by City f . TRAIL DIFFICULTY (112 ") �+� }�_ ! a „ ` a 53 I PERMITTED TRAiL USERS __-- n (3" x 2" BROWN & WHITE SYMSOLSi IN 1. 3-Iff Oft wig civil � #3 GtirltlflNOtl rdbNr. �� _ we pin far � PROHIBITED ACT1VITiES (3" x 3" BROWN & WHITE SY Fk" g=*L WITH RED SLASi-i) - A n-A X . g•r' t.• G. No ' USE CARSONITE DUAL SIDE RECREATIONAL MARKER (CIS - 3066) (1-300- 648 -'r 974) OR p : ��.• * S" � � APPROVED EQUIVALENT. COLOR: BRAWN (,U,QL.� SECTION N.T. dened edge o=Ns o* nnuk l by sobs aW per plan ALL SIGN TEXT TO BE PREPARED ON PRESSURE TN SENSITIVE DECALS, US'.NG WC D WHITE CENTURY LEGEN I SCHOOLBOOK L_�ER STt -L�. ON BROWN BACKGROUND. J -�- � 4 AFFIX DECALS TO BOTH SUS ES iN THE SAME POSITION. f. ro WiDE V iU SPLIT FAGS BLOCK �! `--- ALTERNATE SIGNAGE FROM ONE SIDE OF TRAIL TO OTHER. SEET CLEAR OF TRAIL TREAD. Set at 2. Z HIGH SPILT FAGS CAP. 1/4 mile intarals ..\ , 5 , 3. REINFORCEMENT PEf;P, STRUCTURAL ENGINEER 4. CONCRETE FOOTING PER STRUCTURAL ENGINEER 5. COMPACTED SUBGfRADE 6 3 P.I.P. GONGRETE AP. SEE CONSTRUCTION PLAN FOR COLOR AND FINISH. C ity %WOOF"! EncinItas - Fence & Signage Detail DA C C - 1. ADJACENT W.I. OR-W OD FENE TO BE ENTERED ON.THE PILA R STE. B W alkwa y with. Thicken E Fe nceand Signag Masonry Wall and Pilas A Concrete Jo ints C Trail D , I a IV ail % � �� . - •' - - >` b � � 0 4 .. .. P PA 1111 �1- �tl`1.Iti1 •:. ;• , . •. .. rt ��►, 4 A . 5 �A �� 4► d p 1111 �O � d - II 1fl. -��. s 11lii: �1111)la1)1)i� ►) = -111= _ !I_I!'- o tI a !.►�f,.. l�fl I � �"` � � : itfl�r`1 �1iN= _.i))1 �Iliy= =fl;►I� � � lot ID 1111 � IRS ii'= _ -- ♦ si {if � - La ` •• - a m - n i �= q or I IV A (i i ; �-- 1 N p 1. 1 -1/7" square tubular steel post . Legend 2 1" square top, and bottom rail. 1. Concrete curb 3. 5/8"'square pickets at 4- 112" o. c. 2. 1'x6"'tnm. 2. rail. 4. 4"5c4 wood post. 3 2'x4" nailer. 112" radius edge. 5. 4" post cap with 1/2" chamfer tops. tp '�! j.C7 CitJ► 3. 8" sand. See Construction Plan for type and manufacturer. 6 Concrete footing. 4 4"x4 pest. N 4. Adjacent concrete paving. See Construction Plan for color and finish. T. 90% compacted subgrade. 5. 1'x6 vertical. � 5 Finish surface. 6 4" post cap with 1/7" arrtlier tops. Q 8 Finish grade. 6 Drain and drainline 7. 1/4 "reveal, 3l4" U . . 8 jfence. - � � 7. No. 4 reinforcement rebar, continuous Adjacent view Ad N 8. No. 4 reinforcement rpbar, at 18"o.c Note: All tubular steel to be metalized and painted with 2 coats rust proof paint 9. 95% compacted base. . NOTE: C Color per plan. All wood to be resawn Douglas Fir. 10. 4" layer pea gravel. Slope compacted subgrade below to drain. Grind all wields smooth. ., All post to be Ceder. 11. Filter fabric, lap and secure at grate only. 12. Filter fabric. Refer to construction notes. - DSCAP • Confirm as built field condition of str grades and curb configuration prar to . All wood to be • inted with one coat of rimer and two coats of paint Color to fabrication. l + p . �j Win. Uc, q be selected by landscape Architect 't • Countersink all screws and bolts then plug or putty. � All nails., Punch and putty: `°• Tot Lot view, Fence G Wood Fence E Curd and Pa wing a t REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CO�TY DEVELOPMENT APPROVALS CITY OF ENCINITAS GINEERING DEPARTMENT DRAWING N0. M= INC W of eW OW N WL lralu M PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED �p Looft Sk 04+24 a CUM WL NMZONTAL _ DATE BY. �e d . p rte' 6�c�! 5039 -G a INOoIm"c ma sa emw %Ulm oormioi. FOX 105 � 7 (4 - 1S COIVSTRLAC77011V DETAIL U q Reffdrt i" VERTICAL N A R.C.E. NO. DATE: -7- Lu - � DATE: GATE _. ENGINEER o I EXP. TM No, 96-0 SHEET 8 OF28 jF, ....'�. N. t . Z 2 � �tl111 TiTi - HN - r11tt �-- �� Illt Stu = r -� t1 11��.1 11! � t�i1 llll�.fTTi �.►Tit.��.� 1�1i ""'. .' flit -:!!il �!i! i lilt �- _ • 2 �• Legend l 1. Stone veneer wall. See Construction I� O el m o� �j�( � � N � Plan for type and manufacturer a n- t•�. • i/ _' '� � 2. 8" CMU precision block with vertical and q, 00 horizontal rebar 3. Poured in place concrete cap with 1" overhang. See Construction Plan for color and finish. _ Concrete c ur b . 4. See Civil Engineer's pia 5 See Structu ral ,.,. ,� ! � • ., ,.,•.._• ;., Concrete f o oting. �I u ,..,! Il �► g En ginee r's p lans. g 1 77 I�1 }r Z' �e r �� 10 -0 Iv = e end LD i 1. Stone veneer, see Construction Plan for and manufacturer. 2. 8" CMU precision block, with vertical and horizontal mbar. See Structural Engineer's Detail. 00 . V1 4 3. Finish surface. t 1K _ _ "� 1 - rt g . s t�� a� iNE ilit 4. Concrete footing, per Structural Engineer's Detail. i0i ) I! V J . - i!"�1( 11! =1�` tt 5. 90% compacted subgrade. ti�l s � itr •- �`tfti -�- li►, Jill Iill i!Il =1!( Note: A. Stone ledger to be dry stack mortarless look Ledgerstone Lec en with horizontal joints. Refer to Construction Plan for . type and manufacturer. 1, ,CMU block wall with stone veneer. See Construction Plan for type aid A"��a f4 ot-I •�..r vhf iUt` i manufacturer. � Refer to Structural Engineer's Detail for all z = i t footing connection and reinforc information. 2: CMU stucco wall. See Construction Plan for color and finish; Refer' fo, dam f, Sheet 9. g� g 3: CN/U block pilaster with stone and built in key pad. See Construction Plan for type and manufacturer. 4, Finish grade. 5. Entry signage. Rod lettering pin mounted. By owner. B Stone Wa ll S to ne W affa pd Pil aste r A Entry Wall and S C ' N 2 �. 7:2 Or - h fA S ee d CIO CMU block wall with stone veneer S e Construction Plan for type an manufacturer. (1 It = 2 8" CMU predsion block, See Structural Engineer's Detail, for einforcing requirements. - t 3. Iffigation line. �, A ► . , o . I i 4. Drain line. ! i 1 5. Finish surface 1. Finish grade of grvundcover !v 6. 90% compacted subgrade. v I I 7. Concrete footing, ; , I } ( 2. Finish grade of turf -- �7 x a Pot, we Construction Plan for We and manufacturer. �'`ft+ G OB „ 3. 2"x4° redwood headerboard -rough _ !ti I 9. 3" P.I.P. cap with 1 overhang. See Construction Plan for color and finish. 1 o Cn liil tit! ' 1!!1 tt1t1: - - IfF t.and 4. 1 "x3 "x16" R edwood stakes @ S' o.c.- stakes shall i�► i ;.. ; , = Refer to Structural Engineer's Detail o of headerb be placer oa rd grounacover sire and Set below top for all ( U I / i; !; 1. CMU wall with stucco sand finish. See Construction oa 011­1111=* ..,... . ,�; , 1� 1 .. 1 1 �:. t 11-- i _- -1 - 1 F 1 4 .Mw r _ footing, connection and reinforcing information Plan for color and finish. ,Qi N NOM: 2. No. 4 rebar, vertical at 24 " o.c. Grout all cells solid. C Aj .4 '� 3 No. 4 rebar, horizontal Splices to be 1 "x4 "xl2" redwood 1 4. Finish surface. 1DSC p9. 5. Concrete footing Use laminated 1 "x4" boards for curved headers co ��= B 6, 90% compacted subgrade. Zn - I � © �� L � ' ! O �w N t bgalvanized coRm y Nails o e gon nails Nail as . �I, j i IJIL�� T. G.I. screed. C �t '' rc� J -red for solid installation. Refer to Structural Engineer's Detail , for all footing, connection and reinforcing information - Headerboard shall be laid true to line and grade Q �-► �CU D En try Column Stucco Wall Redwood Header , � . REVISIONS APPROVED DATE REFERENCES DATE B ENCH MARK SCALE COMM D EVELOPM ENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED HORIZONTAL a sr DATE BY: �- �Arc�, dal.•l 5039 -G o M MM nON: A` 64+ 24 a c�NO REAL �� 106 P R C R CONSTRUCT /ON DETA EOMM FRft S.a COUNIY VERTICAL. ONTROL. AGE Et.EVATION: 120.20 VERTICAL N A `7 Iq -9 $ N0. DATE: 7 '� •-4 4' DATE: - Ig C) Q ~ DAM MSL DATE _. ENGINEER EXP. TM NO. 6- -C � s 028 SHEET 9 OF 28 o r N 1 T Ifl L � , -� 1.0 Z . - 0 1 N ii r Il �Q11 l�oi! 1 tt G O �,� ' 1 ! �'� �+' �� .4 f ow rM r LEGEND I. Concrete curb and gutter engineer's plan. 2. Entry paving per plan. 3. Sand setting bed per man urar's recommendations: (Refer to manufadurers speaftedws.) - Vat _ 4. Gravel base course per soils engineers report 5. Compacted subgrads per soils engineers reporf. 6 18" wide x 6" thick concrete band Provide two (2) Nlo. 4 feber continuous Provide 18" loag dowel into cunt utter (or as �,,, _.--- ` "'-'-'�� remmmendea► by soils ongineer). Reiter to plan for con radon. IF am - • 11 x...111- _ � = 111►�I1� r. , -� ._ ' ;i:1:� itii = �i� �- t B Sp ecia l Pa vim ��l 1. 3' square sic p4a ster. See Constrdion Plan for type and manufactures: See detail , sheet i 1. 2. 2'-6" square stone phsbr: See Construction Plan for type and kk manufacturer: See detai D , sheet - 11 - 3 Wood arbor See deta� a _, sheaf ®- 4. Wrought iron . See d" B . sheet =1 rcug pedestrian gate 5. Wrought iron s iorm auto gate. See detail A_., sheet _11 . w !S. tight f6cture. See Consftn bn Plan ibr type and manuliecturer Lt 7. Concrete curb. Per EnorxWs Plan. Cut, remove and replace , AW 1. Shaped 2x10 he _ curb at columns as shown. 8 18" long uriethane rolMrs 2. 2x6 stoles. . 4�G� G • t h 9. Equipment screen waN.Stucco wa/t see ftn for 3. 1x6 toonrue and gm j end nt��nrufacturer. 4. 2x4 rail. `` 5. Align end of gate head radius 4 2 10. Gate bade See rate below. 11. Gate motor and equipment arse. See note bebw. with top of wall. 6. Adjacent wall, per plan. 12. Side pone) equipment screen. I 13. Propose location W auto for automatic opener 0900100 Final 7. Hinges to be selected by owner ' bcation to be determine in the field by insb0or contracibr. See or Landscape Architect. r 8. Lockset to be selected by owner note bebw. 14. Stop `fib' gm+e end or Landscape Architect. t 15. cor=*e paving. local fire rtment iements. NOTE: 16. Kno�c box per daps regwr w 17. Street • All wood to be resawn Douglas 18. finish surfa0s. • All post to be Ceder. F . 19. Low stone waN. See Plan for type and • All wood to be painted with o'ne .coat manulac:turer: of primer and two ooatsod paint. �p 2p. False Gate. - Nom operational- ft hlr gas Color to be selected by Landscape C h &cftect. Notes. Ei • GaCeabr to provrde complete shop drawrngs ► • Countersink screws and bolts 1 M �DSCA pF tlon Of sensors, motor type and locatron, phone then piugr putty. O qA and sn other rsfat+ed equ 7how ftwiings Ai! na' : Punch, and putty. C 4� � Lic. N, , - Yin y Al. e-hi es, and other to be reviewed and approved by owner and Landscape 'ng latches, -- ^. �J Arm hardware she // be galvanized. SCALE: NTS Data Wood Gate Ent Gate . S APPROVALS G1TY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO REvr.WM APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUMTY DEVELOPMENT , Z PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED •r. tp Dow norof was MNqu UWAOff r C Weaft $06 64ss a COW K. ONTAL � DATE �.. er: � C�. 1�9 r 5039 -G ; or) N A V SO to aW U MW %9"M CON 10 � 105 7 -► 4 '- °►b R.C.E. NO. a -2d_ p� DATE: CO�IVS�� ETA�L �g Q . 6LEMq�01k 1 2Q.�0 IERTICAL. ---- �' - - -.� DATE. - � RO I DATE _. ENG EXP. TM No. 96 -028 SHEETIO OF28 .r I N 2 1 F1-0h4 LINE. CLAP-5 s •. A (1714 N 000 el L ege 12" 1. C e n t e r i s l a n d w a l l and g a t e p i l a s t e r s . S e e d e t a i l _A sheet 10 t i l l S and detail A . sheet i I . 1111 II � �.11P Ili I 111 ►, Ifl :� p � 1 :21 QI 2. Custom wrought iron vine with decorative leaf pattern. I�►!atl ���'� • . !V i 3. 2 x 2 tubular steel gate frame. 4. 1" x 118" flatiron bar pickets with "pop" rivets where bars cross. Paint as directed by Landscape Architect 5. Gate wheels. See shop drawing requirements below. 1. Ralfing! auto gate. See detail , sheet 6. Curb and gutter per Engineer's plan. 1. Hinges. Selected by owner. 2. Custom wrought iron vine with decorative leaf pattern. Paint to match 2. 18' long urethane roller. Notes: entry gates Landscape Architect 3 2x2 tubular steal gate frame. 3 2x2 tubular steel gate frame. 4. 1'x1/9" flat iron bar pickets with `pop'riwets where bars cress. 4 1' All tubular steel to be metalized and painted with two coats rust . k 1/8" flat iron bar pickets with b 16" wid►s s wall. proof paint. Co per plan. pic "pop" rivets where bars cross. tucco 5 Adjacent stone pilaster. 6. 2'-6" square stone p0bater, • Gate fabricator to provide complete shop drawings prior to 7 Street. Per C" Engineer's Plan. c��.L.l.. �`� I "�� fabrication for owner and Landscape Architects review and 8 Note: Cunt Per CNN F_ngineer's D approval. . tubular steel to be metalized and painted with 2 coats rust proof paint eW All . Confirm as built field condition of street grades and curb . Note: Color per plan. configurations prior to fabrication. ab • An tubularsfee/ to be metaerd aiod palr>�d with 2 oasts cyst • Gate fricator to provide complete shop drawings prior #o fabrication for PPai Leaf pattern design to be coordinated with Gate Contractor and owner and prior to ication Land � l lor per plan. Lands ndfflo s review and approval. Co complete shop drawings fabr for 406 1 + _ n t instal4ler. So that wrought iron leaf does not conflict with rollers and • Confirm as built field condition of street grades and curb oonlygurabon prior to • Gate fabrccator to provide gate motor. fabrication. owner and Landscape Andite,Ws ireview and approval. • Gate panel on opposite side of the street is a false gate. Confirm as built field =41 on of street grades and curb oonriguration prior to fabrication. Auto Gate Pedestrian Gate CL Screeff ID I b" ! h { —� @Ad !. 3'-0" square pilaster. See Construction Plan for type and manufacturer. T 2. 7'" high P.1. P. concrete cap. See Construction Plan for color and finish. 1_ A 3 CMU block core. - 4 • ste uare ila r 1 � N f � . i t -� � � � � sq p See Gonstructron Plan for type and manufacturer. N _ - - - 6 h wrde stone wall h P.I.P. concrete cap. See Construction Plan for color and finish. �9' 1 I _— 7. Light fixture. See Construction Plan for type and manufacture! 8. 4x4 post. 4 post at each column. r �-- 9. 4 X8 beam w>fh corbel ends as shown. + � 10 4 1 a L X o" L 2x4 Joist with corbel ends as shown. 2x2 la ttice. LV 12. 4'-0" concrete paving. • 3. Sawcut curb where pilaster occurs. 1 4. Concrete footing. See Structural Engineer's Detail. ` I I l ��r„aF s : t I - o ► 15. Electrical conduit for column linht. See Electrical Engineer's Detail. 16. 95% compacted subgrade. f z 17. "Plant -on" corbel as shown. Hide hardware with stone. Note: 1 • All wood to be resawn Douglas Fir. ,, All wood to be painted with one coat of rimer and two ,0 1� -' _ be selected b Land P goats of paint. or to y Landscape Arch itect. !� 1 Countersink all screws and bolts then plug or putty. " x Its (I I� to • All nails. P and putty )t t -�l i I + o • Stun a ledger to be dry stack motarless look Ledgerstone with horizontal •A•. e A = Iota,::,, .f.—,111��� =ti►!= �r, ; r --i;,� ' --� - --- — 2 Refer to structural Detail co ��— I ii a ... I .� _ w L-,°� r footing, beam sizes and N t'1/'Tloh� �°! tt = � Q a - ft-0 0 for all connections. 03 �c, aden, UC l T > _ ---- -- U illy CU � Arbor and Pilaster � _ • .� Date RNSIM APPROVED DATE REFERENCes DATE SEWN MAR. K SCALE COMMUMTY DEVELOPMENT N OPMENT onemna RP APPROVALS CITY OF ENCINITAS ENGINEERING DFP `� aF eras Drat r+ "M PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED ARTMIENT DRAWING NO. L Wawa set 04+24 El 0%W WX T L NOW I sa CW" �Irx ooalreo� � �aa rioR�zoN�Ai � DATE BY... � � � r�-• R rc�l Isla : cat REAM ---NA - -7 - ( 4-is �'oNSTR 5039 -G o a -71 W VERTICAL. N A R.C.E. N0. -�► LI MON DE /TAIL oraur� DATE _. ENGINEER DAT - DATE: - I B V Q ExP. o .... TM No. 96 Q) SHEET11OF28 o N i co C011STRUC?ION SPLCIFZGTIONS LANDSCAPE FINISH GRADING III. t _CtJT'ZON M. steel Trowel Finish Concrete: 0. Submittals: 0 • CRNERAL AND SPECIAL CONDITIONS I. WORK INCLUDED A . Trenching and Pipe Laying: 1. Steel trowel finish concrete bands shall be edged 1. Samples: Furnish three (3) full -size samples of all with a small radius edger. Expansion joints shall colored and textured brick pavers for approval by 1. grLATTORSHIPS A. Furnish all labor, materials, equipment, appliances and 1. Trenches to pitch a minimum of 1/4" per toot unless be installed at 20• - 0" o.c. and control joints at the Architect. CORM&ACM necessary incidentals for the complete installation of otherwise indicated on drawings. Contractor to 5 0 or as shown on plans. In the performance of this contract, Contractor shall hold all landscape finish grading as shown on the drawings verify all invert elevations and trench depth prior 2. Provide a 5 5 sample of each paving pattern for the Landscape Architect and Owner harmless for any and all and as specified herein. to excavation. III. EXECUTION inspection by Architect. liability, costs and charges arising out of, or in connection with any act or representation of Contractor, its 1. Preliminary Grading: Grades in all planting areas 2. Bottom of trench shall be smooth and continuous to A. Subgrade: R. Product ndling: agents, subcontractors or employees. will be established to within ± 1 /10 foot by others flow direction. A hollow shall be made to receive prior to beginning of landscape construction. bell of pipe so that the joint will not bear upon I. Grade all subgradoe to a uniform depth and compact 1. Prot ion:• Take all precautions necessary to 0 *. :.4: ORS OR CONFLICTS Raised and roof deck planting areas shall be the subgrade. Adjustments to line and grade shall to 950 minimum compaction. Moisten all subgrades prof t the materials of this section before, during, backfilled with sixes indicated on plan and in be made by scraping away of filling in with backfill prior to pouring of concrete. and after installation. If any errors or conflicts are discovered in the plans, specifications. under the base of the pipe and not by wedging or 2. Cut all !actin specifications or site conditions, they shall be brought to blocking s in undisturbed or cos the attention of the Landscape Architect immediately for g patted soil. 2. repair I the event o! damage, fisted ately 2. Weeding: Before and during finish grading, alll. Footings shall be dead level. repair all damaged and defective work to the Interpretation. Adjustments of construction by the weeds and grasses shall be dugout by the root and 3. Trench material shall be used for backfill. approval of the Architect, at no additional cost to cc Contractor prior to authorization by the Architect, will be disposed of off the site. However, no rocks or lumps shall be used. Welded 3. Place and compact sand or aggregate base as shown in the Owner. at the Contractors own risk. Reparation of any such joints shall be given at least 15 minutes setup the drawings. incorrect construction shall be made the Contractor's 3. Finish Grading: Finish grading shall consist of before handling. Above the level of initial ZI, 1UATrJL1= expense. finishing surfaces by raking smoothly and evenly, backfill, the trench may be backtilled with trench removing and disposing of all extraneous matter to material. S. Forms: A. All brick units specified under this section shall 3. ADDITIONS A DEVIATI2NS AND ALTERATIONS facilitate natural run - off water. All extraneous comply with ASTM C - 62, Grade MM, except that the maximum matter shall be disposed of off the site. 4. Compaction: Compaction by tamping shall be done in 1. Use only finished lumber. Set. all to, to conform absorption shall be 16% by 24 -hour submersion in cold No deviation or alterations from the plans and specifications layers not exceeding eight (a") inches in loose to plans and details and as directed. All edges and water, or 19% by 5 -hour boiling, and the minimum will be permitted unless authorised by the Owner or de th. Each layer shall be thoroughly compacted liner shall be truly vertical, horizontal or curved compressive strength shall be 1500 psi. Landscape Architect. Should deviation from the plans and 6. Moisture Content: The soil shall not ex worked when P specifications become necessary due to conflicting site the moistures content is so great that ecesslvs before proceeding with rock. as shown on drawings. conditions, Owner and Landscape Architect shall approve, in compaction will occurs not when it is so dry that a B B. Cleanup and Testing: advance, any such deviation. No additional work will be dust will tors in the air or that clods will not P g 2. Moisten all forms prior to placing of concrete. . Mortar a grout to catch brick. Color to be approv authorized without express written authorisation from the break readily. Water shall be applied, it Expansion Joints: by Landscape Architect. i Prior covering of trenches, drain line and basins C. necessary, to provide ideal moisture content for . be shall be checked to insure proper flow and water C. Concrete' ubslabs: See " Concraee Walkways and Steps". Owner. tilling and for planting herein specified. rightness. 1. Place expansion joints in walks as shown on plans, III. EXECUTION 4. INT RPRETATION i. visit the site to determine existing conditions, 2. The piping systems shall be flushed and cleaned not to exceed 16 on center. The Contractor shall comply with the obvious intent and including access to the site and the nature and extent P P � y im provements adjacent public and prior to connecting to existing drain line, catch 2. Provide expansion joints where now rock adjoins A. Inspection of Surface Conditions: of exist! meaning of thesa plans and specifications which shall be n9 P upon j p basin or store rain systems. existing work. construed to include all labor, materials, equipment and private property, nature of materials to be encountered 1. Inspect the work of other trades and verify that • tools necessary to complete the work specified herein in a and other factors that may affect the work of this 3. Upon comp lation of work, remove debris, tools, 3. Place 1/2" deep, tooled score joints as shown on the such work has been properly completed and installed workmanlike manner in strict accordance with plans and section. Additional compensation resulting from the ur leas s ecitications. Contractor shall contact Owner and all ege d e9 ignorance o! local sea materials from site. drawings; or at maximum t' o.c. share not indicated. to allow for proper installation of all brick l conditions, and their.effect paving. Landscape Architect for interpretations, whose decision zP _ P u the cost of the work will "t subsequently be approved. C. Inspection: 4. Cold joints are to have steel dowels as shown on plans. 2. All brick paving shall be installed in accordance C. thereon shall be final. Cause minimum interference with workman, materials, or other equipment of other trades on the project. 1. The following inspection shall be made by the S. All joints shall be accurately aligned, of sharp, with the requirements of all governing a u t horit i es, sandar s. S. I, SPEC IQX AND • DEJECTION OF MATERIALS AND WO KMMSHIP Architect: when drainage work is comp leted, requ q P qu even width as shown on plans. the original design, and the referenced standards. L(4 IS SECTION inspection at least 24 hours in advance of the time B. Installation of Brick Pavers: Concrete Installation: All materials and workmanship furnished or performed by IZ• . ••ATMIAW - nQUIRED O! the inspection is desired. D. Contractor or Subcontractor shall be subject to final Landscape 1. Class A concrete shall contain not less than S sacks III• f.S3tTZQlI Architect upon completion of all contract work whether I. Paysfs shall be laid plumb, level and true to a line inspection and acceptance by Owner and /or previo for et not. At any and all times during the A. Surface Condition: CONCRM WALKWAYS AND STXM of cement per cubic yard and be proportioned to in bath vertical and horizontal directions. Maximus uan p attain a minimum cylinder strength of 2500 psi in 28 s this contract, Contractor shall rake deviation from straight line shall not exceed al 1. Prior to commencing work required by this section, I. days. Compressive strengths are to be determined in inches in 1 feat. Headers and corner units shall performance and inspect the work of other trades and verity that accordance with ASTH C - 39. The slump shall not show finished faces where exposed. available for inspection, test and approval, mater workmanship. Failure of such I nspe cto rs th to sake inspection, such work has been p ro pe rly completed and installed h. Furnish all labor, materials exceed 4 ". tests or approval shall not prejudice the sight of the p oW Y . , equipment, appliances and 2. Reinforcement: Install reinforcing as indicated on - to allow for p roper installation of all materials necessary incidentals for the complete installation of drawings. landscape Architect on final inspection. Contractor shall p y per the drowings. 2. All transit mixed concre shall be mixed and materials, equip ment and and methods. required of this section. all walkwa workmanship which does not cantors to the plans and 2. All landscape finish grading shall be installed in delivered in accordance with the requirement of the promptly replace any and all t nship wh All materials used on this contract shall accordance with the requirements of all governing B• Install retardant finish concrete v! Standard Specifications for ready - mixed concrete, C. Cutting of Brick: Use masonry saw tics all cuts unless specs ASTH C - 94. pa nq and steps. specified otherwise. be new and the best made quality unless specified or shown authorities, the original design and the referenced m finish concrete C. Install broo paving and stops. otherwise. standards. 3. Where paving or steps oin existing elements, D. Croat joints shall be maximum 3 /8" wide with a concave B. Finish Grading: D. Install sandblast finish concrete paving and steps. grades shall match axe ly unless otherwise shown on tooled finish. 6. plans. Concrete shall finished to true, even E. Protection and Clean -Up: rill completed work and work of Z. Install steel trowel finish concrete bands. liner and surfaces and eft free from detects. adjoining surfaces shall be protected from mortar and 1. General: When preliminary grading and wading has grout stains and smears. to be readily worked, all lawn and planting areas F. submittals. line or level in 10 feet. Joints and edges shall be Maximum variation permitted shall be 1/a inch out of When so required by the Owner and Landscape Architect, been completed and the soil has dried sufficiently Contractor shall submit for approval samples of the various materials and specified finish thereon. shall be'graded to the elevations indicated on the straight and true and finished with jointing and y. LOCAL - CODES drawings. Grades not otherwise indicated shall be 1. sample* of color and texture shall be submitted for edging tools. uniform levels or slopes between points where approval. All constru shall conform to all local building odes elevations are given. Minor adjustments of finish 4. Curing: All Haply placed concrete shall be kept wet STONE PAVING and or. d�nan e� is Conte ctor•s sponsibi si re to veri grades shall be made at that direction of the 2. Pr , ma ma x s panel of each type of paving usual se continuous application of pater for the first Architect, if required. Finish grade shall b� mix, materals an workmanship proposed for actual seven days after concrete has bean placed. I. WORK IN CA= all codes arior to Commencina_work, smooth, even and uniform plane with no abrupt change work. of surface. Soil areas adjacent to building shall Z. Concrete Finish A. Furnish all labor, materials, equipment, appliances and a. V I Lum slope away from the buildings to allow a natural IZ• llaT>1:8t necessary incidentals for the complete installation of Contractor chaff be responsible for verifying the location run -oft of water, and surface drainage shall be A. Cement shall be Portland Cement Type IZ, conforming to drawings and specifications. ASTM designation C -ISO. Maximum total alkali shall not a. Apply retarder to I. Retarded Concrete Finisha all slate work as shown or called• for on the contract Co all underground utilities, electric cables, conduits, directed as indicated on the drawings by remodeling sprinkler lines and all utility lines and equipment prior to surfaces to facilitate the natural run -oft water. finished surface, before initial set pace y retardant Los spots and pockets shall be graded to drain exceed 0.6t. single brand throughout project. iiil t takes l as directed b B. Detective Work: Any piece o! slate shoving claws or m anufactu re r , o et spray, roller or brush, imperfections upon receipt at the storage and or any construction. properly., " depending on retardant consistency. Cover with B. Aggregates shall conform to ASTM designation C -33, 3/4 building site shall be referred to the Architect for aw g. �,FMOVA OF DEBRIS CLEANUP maximum size. line, natural sand, well graded, shall wet curing burlap and cure for not less than 10 determination as to responsibility and decision as to construction area shruhbory and ground hover areas shall be 1 -1/2 conform to ASTM C -144. Expansion joints shall conform 2. Shrubs and Ground Cover: The finish grade of all Contractor shall thoroughly clean entire constr and not ears than er mine when to come IS hours. Trot surface with a to AST!! designation D -151, size, height knits blade to determine work whether it shall be rejected or redressed for use. inches below the grade of adjacent pavement, walks, and keep it free of debris and warts sateriai, to the noted on the dams! q t and location as of revealing aggregate. l satisfaction of Owner and Landscape Architect. Contractor curbs or headers and 3 inches below adjacent walls. dra wi n gs. Joints shall be impregnated felt C. Submittals: unless otherwise specified on drawings. shall provide and maintain all barriers required by local An exception to the above requirements shall be made b. Edge with a sell radius edger before and wherever drainage conditions may require flush immediately after surface aggregate her been I. Furnish three (3) full -sized samples of each type of e. grades as directed by the Landscape Architect. C. Water used shall be potable quality, clean and free of c. Rev codes and ordinances. aggregate by using water jet and coarse stone to the Landscape Architect for approval. deleterious material. � fiber brushes to remove retarded pasta from 10. ZQB CONDITIONS 3. Lawn Areas: The finish grade of all lawn areas surface, washing thoroughly until surface is 2. Pallets of stone shall be made available to shall be 1 - 1 2 inches below the grads of adjacent 0. Reinforcing steel shall be intermediate grade deformed Architect tics inspection a minimum 24 hours p rior to c Contractor shall visit the site to determine existing / lean and exposure is complete. Than replace P P Grade 40 conditions, including access to the site and the nature and pavement walks, curbs or headers. An exception to bars conforming to ASTM A -615, , tree of any curing burlap and maintain moist for at least installation. improvements upon adjacent public and the 4bov* requirements shall be sad* wherever coating that would prevent proper bond. Welded wire seven days. private property, nature em materials to adjacent encountered and drainage conditions say require flush grades as mesh shall conform to ASTM A -185. All steel shall be d. Slab surfaces shall exhibit an aggregate other factors that may affect the work of this section. directed by the Landscape Architect. II. MATERIALS extent of existing isprov supported by chairs, spacers and hangers, and sired at intersections. Sires shall be as shown on drawings. exposure of coarse aggregate particles of a 3/s ish grade with proper inch rise constituting not less than 60% and not A. Slate Additional compensation resulting from the alleged ignorance 4. Drainage: Contractor is to fin more than •o% of the surface. Exposure shall be of local conditions, and their effect upon the cost of the slope to drains. All flow lines, designated or not, R. Concrete six shall be (unless indicated otherwise) a to sufficient depth to provide a surface profile 1. General: All slats shall be standard grade, free of work will not subsequently be approved. shall be graded and maintained to allow tree flow Of S -sack Portland Cement six, 3/4 inch maximum size of 1/9 in ± 1/16 inches. cracks, sears or starts which may impair its surface water, and shall conform to the intent of aggregate with maximum 5" slump, designed for 2500 psi structural integrity of function. Inherent Protect the Owner's property from injury or loss. All all plans and sections after thorough settlement and at 28 days. 2. Broom finish: Tamp !sash concrete with heavy metal variations characteristics of the quarry from which damage to existing property (buildings, utilities, etc.) or compaction of the soil. F. Joint sealant shall La two -part polysultide Class t smooth surface, steel and finish s hal l A grid. Screed with straight edge to remove all eat is obtained say be acceptable. Color, texture planting (trees, shrubs, lawn, ground cover, etc.) caused by salt - leveling sealant as manufactured by Thiokol, or irregulariti Float ve the be within the range of samples the Contractor or his agents during his operation or as a C. Inspections: multi -part polyurethane construction sealant b L.M tin of installed work during the guarantee b Scofield Color as selected b Landscape Arch t . trowel and edge to an even hard surface. Using Her approved by the Architect. result of malfunction manila hemp bristle broom, brush markings on slabs e. Adoquin Stone: See Plans. 1. All inspections NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText LA COSj A WORK TO BE DONE ill b s r ALL WORK TO BE DONE 1N ACCORDANCE WITH TI IF STANDARD SPECIFICATIONS FOR PUBLC WORKS C7 111 o ¢ , I (GREEN 900K), I HE SAN DIEGO STANDARD SPECIAL PROVISIONS TO i THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN C)IEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS LATE C, AND THE STANDARDS AND ORDIN A ANCES ST EDITION), N � OF THE CITY OF ENCINITAS. n LEUCADIA LEUCADIA BLV . OLIVENHAIN RD. LEG \ Z Encinitas Ranch 00 [) `` N, OA RpEN VIEW RD. ITEM REF SYMBOL PACIFIC OCEAN \ ! — LOT NUMBER LOT 1 ` cr MTN. VISTA DR. PAD ELEVEATION 2r a i 4 SUBDIVISION BOUNDARY a INITAS BLVD. ENCINITAS I wow lases LOT LINES R/W N TS 49 ti D7 f SITE l 4i 41 t 8 40 ti6� J ' l �` PROPOSED SPOT ELEVATIONS 6 �� r I / 2� / � << a - ' 43 EARTHEN SWALE 3 g 24 ` VICINITY MAP - 25 9 r CUT /FILL LINE F I 45 3 � ; i �6 , �. , � � - DAYLIGHT LINE i' ) IL IL IL 46 3 �C �,r �. SLOPE EMBANKMENT 2:1 MAX. CUT FILL f r �1 t 47 3 f 2a �ti Q ,f:= - --��- PUBLIC UTILITY EASEMENT O W EXISTING CONTOUR NERS PERMITTEES FINISH CONTOUR SHEA HOMES i J , �, � ��►: ' - .�'' _ ,� � � � •,�- �-�. - �— 180 10721 TREENA STREET I I x 1 - — 4 72 r�� TYPE B BROW DITCH D 75* SUITE 200 x" �`� '` �° �� SAN DIEGO, CA 92131 (619)549 -3156 ENERGY DISSIPATOR D -40 ' Ir RIP RAP LEGAL DESCRIPTION ! �� 74 REDWOOD CHEVRONS THE I ,-: ��` .�;� i /A s2 9 75 _ 82 `� SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF Sf CTION 11, TOWNSHIP 13 SOUTH, STORM DRAIN PER IMP PLANS �, � , �p RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, ' ! 56 63 I 76 1 81 N r ` "1 �. - WING HEADWALL El STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED 4 /19/1881. —34* ASSESSOR'S PARCEL NUMBERS: 257 - 030 -19, 257 - 030 -45, 2`)7- 030 -46, 257 - 030 -65 I s� $0 GRAVEL ENTRY RAMP / F I Y } f iP TOPOGRAPHY y 7j 65 ��__ 78 EXISTING � PREPARED BY: SAN —LO AERIAL SURVEY 4875 VIEWRIDGE AVE. _ WATER LINE I t RETAINING WALL -2 r'r°? - =;.� I,j`. ,f' �ee~iaa - J SAN DIEGO, CA 92123 DATED: JUNE 8, 1993 LOEFFELSTEIN RETAINING WALL j REFERENCE DRAWINGS 5 I * 5039 -I IMPROVEMENT PLANS SEE DETAIL SHEET 2 © � - - 2772 -2 PACIFIC SERENA UNIT 2 a' 2772 -1 PACIFIC SERENA UNIT 1 I a KEY MAP LEGEND SCALE: 1 " =200' BOUNDARY - -- - - - - -- RIGHT OF WAY - - -- SHEET INUEX LOT LINE EASEMENT ROUGH GRAD t S 1 LOT NUMBER 30 ST NAMES 1 1' C TIO NS NOTES & DETAILS SHEET 2 SEA VIEW CT. -PROP 20 TRAIL-- GRADING SHEET 3 -6 SURFACE DRAINAGE ❑ ESMT PER FINAL SHEET NO NTS . 6 MAP INGRESS, EGRESS, SEWER & PUBLIC UTILITY EASEMENT OWNER'S CERTIFICATE 10' MIN. 42.5/45'/49'/55' M I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL LEGEND OF ABB 1 > 6> 3 , 2'/4.5' 36'/40' 4.5'/10' U z BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION 1 1' ` AND STABILITY OF THE SITE. TIC TOP OF CURB GB GRADE BREAK 2% 2% 47 1 1-15-h 2 BVC BEGIN VERTICAL CURVE MAX = _ ___ _ _ _ _ _�_ _ _ _ _ _ - - - ., T 2% MAX. O L_ _ - _�_� EVC END VERTICAL CURVE - -- SIGNATURE LATE VPI POINT OF INTERSECTION CD BC BEGIN CURVE 2' UNDERCUT W 6" CTB TRAIL DITCH �, ��ii =lit= _ii�i�il n- �I EC END CURVE PER DETAIL ,i �I II[,,,- -- -� -� 17 ii- SOILS ENGINEER'S CERTIFICATE Q HP HIGH POINT SHEET 4 LP LOW POINT z I, BYRON W. ANDERSON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING FL FLOW LINE BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY ST. STREET WEST BLUFF DRIVE Q ° T OF THE SOIL CONDITION PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION RT RIGHT RAIL BETWEEN THE DATES JANUARY 1996 AND JULY 29, 1996. ONE COMPLETE COPY OF THE SOILS REPORT LT LEFT NOT TO SCALE N.T.S. V) O 0 COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF TW TOP OF WALL THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE BW BOTTOM OF WALL RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN • FL FLOW LINE 20' INGRESS, EG SS LLJ �✓ PRIVATE INGRESS EGRESS, SEWER & PUBLIC UTILITY EASEMENT O THE GRADING PLANS AND SPECIFICATIONS C ,.. N.T.S. NOT TO SCALE 10' PR & PUBLIC UTILITY DRAINAGE EASEMENT CTB CEMENT TREATED BASE BYRON ��� � EASEMENT PER 16' FINAL �C21,68 42.5' — � D AYNEANDFFIS N, FINAL MAP 2 F 2:1 36' — 4.5' Q ') NA E DATE MAX. . �. 1 goon R.C. . NO. 26820 EXP. DATE: 03 -31 -01 CIVIL _ ®FC RETAINING WALL 2% S�.�' , PER C -2 -- 2:1 -- ----- 1 - _ - - - -__ 2:1 � DECLARATION OF RESPONSIBLE CHARGE �� MA �_- - - - - -- __ -rt' J MAX. (� __� -- z I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT THAT I HAVE EXERCISED �� �O�® �° %� 2' UNDERCUT SHEE - -2' UNDERCUT L_LJ W RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE AS BUILT ENGINEER Li „ M1_71 1-7:7 �„ 1- BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. iiili; >T i- =iiQ W I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF �' N°. 046670 rn ENCINITAS DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITY FOR PROJECT DESIGN. EXP, 06-:30-04 UILT � ACCESS ROAD S�,I�I DA �NOOp CT HIDDEN RIDGE z z D L. MARTIN R.C.E. 48670 EXP DATE: 4,130/04 C O U R 8c WEST B � ��``�® NOT TO SCALE CUFF COURT URT w SIG AT Z _, :D • DENOTES SPOT ELEVATION SHOWN ON PL DAT ANS. CONTOURS WITHIN STREETS REFLECT ROUGH GRADE 2' W R. E. N0. 48670 EXP. DATE: 6 -30 -00 ( UNDERCUT). ENVIRONMENTAL DATA EARTHWORK IMPORTANT NOTICE ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT O N MUNICIPAL WATER DISTRICT LIVENHAI Q � QROFESSIO” z r unsaker 1 . STEEPEST EXISTING NATURAL SLOPE ONSITE = VERTICAL CUT = 246,500 C.Y. SECTION 4216/4217 OF THE GOVERNMENT CODE APPROVAL FOR WORK IN SDWD EASEMENT APPROVAL FOR WORK IN OMWD EASEMENTS O 2. MAXIMUM VERTICAL DEPTH OF CUT = 33.75' * FILL = 2 _46,500 C.Y. REQUIRES A DIGALERT IDENTIFICATION NUMBER BE APPROVED BY: BOYLE ENGINEERING CORPORATION U) PLANNING ^ ENGINEERING- SURVEYING z 3. MAXIMUM VERTICAL DEPTH OF FILL = 30.70' N❑, 48670 EXPORT = 0 C. Y. c SSUED BEFORE A PERMIT TO EXCAVATE WILL BE 10179 Huennekens -Street 4. AVERAGE DEPTH OF CUT = 246,500 CY /17.6ac =7.8 * ADJUSTED BASED ON VALID. FOR YOUR DIGALERT I.D. NUMBER CALL DISTRICT'S CONSULTING ENGINEER ExP, 6iaoioo 5. AVERAGE DEPTH OF FILL = 222 000 CY/17.7cc =7.8' SOILS REPORT. JNDERGROUND SERVICE ALERT AT: SSUC1a � San Diego, Ca 92121 �,. P , (619)55804500 °Fax 619)558 -1414 9TF cI \/I � (� o� CALTf 'POLL FREE 1 �'�� —� �,tyi� , �/1,an�►t 1 18) q Q . r5 SD-001 W Lv TWO WORKING DAYS BEFORE YOU DIG SIGNATURE DATE SIGNATURE DATE C.E. 48 5 DA E � z JOB DA TE Q R EVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SIGNATURE EXPIRES THREE YEARS FROM DATE SIGNAT RE EXPIRES TWO YEARS FROM DATE _ SCALE COMMUNITY DEVELOPMENT'— Y H Y APPROVALS z Q ' CITY OF ENCINITAS 'ENGINEERING DEPARTM PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A OVE ENT DRAWING N0. W Q DESCRIPTION: TOP OF BRASS DISK IN WELL MONUMENT BY: ROUGH GRADING AND PUBLIC TRAIL IMPROVEMENT CANS I OR: LOCATION: STA. 64 +24 EL CAMINO REAL HORIZONTAL 1 " =40' DATE • e BY: RECORDED FROM: S.D. COUNTY VERTICAL CONTROL PAGE 105 C II*1v Q !� �'�^ �� „� � � � Q ELEVATION: 120.20 5039 DATUM: MSL VERTICAL N/A - _ _ R.C.E. N0. 48670 DATE: � - '�G'g 7 /`' /w DATE ENGINEER EXP. 6/30/00 DATE: ” IA TM N0. 96 -028 SHEET 1 OF 8 0 m 1 ENGINEER'S SPECIAL NOTES 2:1 SLOPE Z11- RAL NOTES EROSION CONTROL -- GENE - r � -- - - -� I � 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICA- 1. IN CASE OF EMERGENCY WORK IS REQUIRED, CONTACT MR. GREG PONCE (619)549 -3156 1 REGULATIONS. O THE E CONTRACTOR SHALL DESIGN, CONSTRUC ALL AFETY OR MEAS ( I TIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE D SHALL STANDARDS, I I I GRADIN G SETBAC I NY CHANGES ORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES LOCAL AL FET( AND HEALTH OP (AWS B AND G REG REGULATIONS. TO I - CITY OF ENCINITAS AND THE SAN DIEGO AREA RE GIONAL STANDARD DRAWINGS. A 2 EQUIPMENT AND WP 1�j.Q � P -181.0 i SUBDIVISI N BOUNDARY PER PER PLANS ' OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT ALL IN SPECTION. CONVENIENT LOCATION TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN 2 CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING I I EARTHEN BERM REQUEST FOR IN 6 RAIN IS IMMINENT. THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS I A I A I R . THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AN 3 DEVICES SHOWN ON PLANS SHALL D NOT EE LIMITED TO I I I ORIGINAL GROUND _ 2. THE SOILS REPORT TITLED "UPDATE GEOTECHNICAL INVESTIGATION AND GEOTECHNICAL NOT BE MOVED 0 MODIFIED WITHOUT THE APPROVAL OF AND PROPERTY � --t ENGINEER OF RECORD, ENCINITAS RANCH (WEST SAXONY PLANNING AREA)" PREPARED BY NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEF E ND, INDEMNIFY AND HOLD THE SLOPE PER PLANS I I I t 2:1 SL BE CONSIDERED AS A PART OF THIS THE ENGINEERING INSPECTOR. I I � GEOCON, INC. DATED NOVEMBER 1996, SHALL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH I i GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RI COMMENDATIONS I I SAID REPORTS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING TO THE SORE NEGLIGENCE OFETH�RENGOINEERIS PROJECT EXCEPTING LIABILITY ARISING FROM - - - - - - J AND SPECIFICATIONS CONTAINED INS - - - - - - THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE STREETS UTILITIES AND VERT. CUT CONST. BERM ALONG NORTHERLY BOUNDARY TO FACILITIES NOR OF IMPROVEMERIGHT-OF-WAYS. 5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE ,S. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, PROTECT TOP OF MANUFACTURED SLOP OF PUBLIC DRAINAGE S WITHIN STREET RI LL REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR STORM DRAINS PLANSB L I F THERE C S ANY QUESTION REGARDING S T ESE PLANS OR RESPECTIVE IE D � E ID T * 0 IN CONJUNCTION SEPARATE APPROVALS AND PERMITS FOR THESE SHA BE REQUIRED UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. IMPROVEMENT WITH IMPROVEMENT PLANS. STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK *WHERE EL DIFFERENTIAL EXCEEDS BY CALLING THE ENGINEER OF WORK AT 558 -4500. THE CONTRACTOR SHALL ALSO TAKE 3', USE 2:'! SLOPE. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. R AUTI AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSIO PERMANE EARTHERN BERM DETAIL 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PREVENT TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME TYPICAL PAD GRADING CREATE A HAZARDOUS PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE CONDITION. THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. NOT TO SCALE NOT TO SCALE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE . 4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILTIES SHOWN HEREON WERE OBTAINED 6. THE DEVELOPER SH ALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH INCORPORATED HEREON BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OR OUR KNOWLEDGE, THERE ARE PROOPR SED LINE IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED HE FACE OF O , CIVIL ENGINEER 0 R A LICENSED LAND SURVEYOR. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM T FORTHIS CON LI THE ( CONTRACTOR SHALL MAKE N EXPLORATORY S EXCAVATIONS O C AND TI VERIFY - - - SLOPE AT THE CONCLUSION OF EACH WORK DAY. 7. THE CONTRACTOR INCLUDING SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING T SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL g ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT EXCEEDS D FORTY EA CH AREAS WHEREETTHEHPROPOSEDFIMPROVEMENTS N MEET P EXISTING. CONTRACTOR LSHALLMNOTIFY � RDS, LAWS AND REGULATION. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST � TRAIL DITCH PER PLA SAFELY AND HEALTH STANDA PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. HE ENG ALLOW K 0 ANY Y TIME F FO )HE PLANS I AS BU TIVE COVERAGE OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN LOCATION / 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF 1/2 MILE OF A SIRUCTURE FOR TOP OF SLOPE 1 - HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS 01 `.x:30 P.M. AND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFEC 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE PAD 45* ED STRAW INSTALLED IN ACCORD �. E PRECAUTIONARY MEASURES A 0 PROTECT EXISTING UTILITIES NOT OR VERTICAL ND O PLANS - - 04 SLOPE STABILIZED WITH PUNCH ACCORDANCE WITH SECTION 35.023 OF CONTRACTOR SHALL TAK THE ERO TE OF CALIFORNIA AND UNDERGROUND IMPROVEMENTS SHOWN HEREO c�� PER PLAN 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD SION AND SEDIMENT CONTROL HANDBOOK OF THE STA 2" X 6" REDWOOD HEADER FOLLOWING PEOPLE PRESENT; CITY I, , DEP. SHOWN HEREON. CONTRACTOR SHALL REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH SLOPE PER ONSITE WITH THE FO INSPECTOR, CIVIL ENGINEER SOILS DEPARTMENT OF CONSERVATION ARE DAMAGED DURING THE COMPLETION OF THE SATISFACTION OF THE APPROPRIATE AGENCY. PLAN ENGINEER, GRADING CONTRACTOR AND PERMITEE. THE PREGRADE MEETING SHALL BE * CONSTRUCT TEMP.BERM AT - SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633 -2770. 6. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINEER TOP OF ALL PAD SIDE AND - - N MATERIALS TO ANY PROPOSED CONSTRUCTION SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY TESTING TO CERTIFY THAT REAR SLOPES. HAULING DIRT OR CONSTRUCTION 10. PRIOR TO TRENCH BACKFILL WAS COMPLETED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. INSTALL HEADER FLUSH WITH FININSHED SURFACE, SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE S E E D PLANS SHOW THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY SECTION - A 25 - FEET ON CENTER WHERE TRAIL SLOPE EXCEEDS 7 0 FROM THE CITY ENGINEER F OR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL APPROVAL HYD RO 7. THESE COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH CONDITION A DICTATE Y REGA RDS TO THE HAULING OPERATION. 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 HORIZONTAL TO IMPROVEMEN TH OF NY ADD TIONAL MPROVEMENTS SHALLBE BORNE BY THE TEMPORA REDWO CHEVRON DETAIL VERTICAL OR STEEPER AND WHEN THEY ARE: CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER ENGINEER OR EARTHEN BERN ETAI NOT TO SCALE OTHER PROFESSIONAL 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BU1 PRIOR TO FINAL A THREE FEET OR MORE IN HEIGHT IN FILL AREAS. GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO S SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. N.T.S. SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 5039 -G HAS BEEN EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED WITH THE APPROVED GRADING PLAN OR AS ENGINEER. 8, PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUC LION, WHICHEVER OCCURS FIRST, PERFOR MED IN SUBSTANTIAL CONFORMANCE BY THE CITY E THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK, IN WRITING, WHENEVER THESE SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS ENGINEER WHO CERTIf IES SUCH GRADING OPERATION. 2. CONTRACTOR SHALL IRRIGATE TO MAINTAIN THE MOISTURE LEVEL OF THE SOILS AT THE PLANS SEEM UNCLEAR. OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED AREA. 9. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING 3' WIDE OR WIDTH PER PLAN HYDROSEEDING MIX CONSIST OF ALL THE FOLLOWING: TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN ALL NECESSARY FIELD CATIONS . SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING 6" NOTIFI A. SEED MIX SHALL CONSIST OF NO LESS THAN: THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES \\ AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY 1. 20 LBS. PER ACRE OF ROSE CLOVER THE APPROVING AUTHORITY. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN 2 20 LBS. PER ACRE OF ZORRO FESCUE. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST 3 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA ON THESE DEPT AS SHOWN ON THESE 10. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EX 4. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER, AND THE CITY INSPECTOR. THE 6" ° PLANS, HOWEVER: 5. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) GENERAL CONTRACTOR'S SUPERINTENDENT IS REQUIRED TO UPDATE SAID PLANS WITH AS- 3" 470- c -2000 CONCRETE E OF DIMORPHOLECA INFORMATION ON DAILY BASIS AS WORK PROGRESSES SAID PLANS SHALL BE CERTIFIED o ° N/1-1G /2"X1-1/2" 17 GAGE STUCCO THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE IT IS PROTECT 6 . E L ITEMS C D E BUILT E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNI RS OF SAID UTILITIES STREET OR RESIDENTIAL STRUCTURES. D =1/2W UNLESS 6" CONCRETE CUTOFF WALL TO BE OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF g ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING OTHERWISE SHOWN CONSTRUCTED AT BOTH DOWNSTREAM UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE 11. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. AND UPSTREAM END SECTIONS. • DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION WILL BE REQUIRED FROM THE SEE DETAIL THIS SHEET RY HYDROSEEDING. BUILDING DEPARTMENT FOR ALL RETAINING WALLS. A. SEWERS - ENCINITAS S AN TA 61ASR &TELECTRIC) 63 3 - 27 7 0 (80 0422 -4133 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED B. GAS & ELECTRIC SA (EGO CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE 12. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND - - SAN DIEGO WATER DISTRICT - (760) 633 -2848 CERTI FICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT MODIFIED TYPE D TERRACE C. WATER CERTI z D. TELEPHONE - PACIFIC BELL - (800) 422 -4133 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY D IT C PER D TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. 7 5 E. CABLE N N ON THESE PLANS WERE DETERMINED BY INTERPOLATION FROM NOT TO SCALE GF, 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING B TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 13. DITCH ELEVATIONS SHOW ON THIS PROJECT. PHONE (760) 633 -2770 6 MULCH STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED THE AERIAL TOPOGRAPHY. ACTUAL ELEVATIONS MAY VARY CONTRACTOR SHALL ENSURE C� W FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED ANY WORK ( TO THE SLOPE MY DRAINAGE FLOWS INTO CONSTRUCTED LINED DITCHES, AND REMAINS THEREIN UNTIL 0����\� 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: MECHANICALLY PUNCHING NO LESS THEN 50% OF THE STRAW INTO THE SOIL. DISCHARGED INTO UNDERGROUND DRAINAGE SYSTEMS Ok ENERGY DISSIPATOR DEVICE. LINED DITC � 0 (619)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT C FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE, 16 -20 -0, WITH 15% SULPHUR 14. THIS SITE HAS BEEN USED AS A COMMERCIAL AGRICUL I URAL OPERATION. EXTENSIVE o ° E ' TO REJECTION AND REMOVAL. APPLIED AT THE RATE OF 500 LBS. PER ACRE. ONSITE STRUCTURES AND UTILITIES EXIST AND MUST BE REMOVED PRIOR TO GRADING. OBTAIN A DEMOLITION PERMIT FROM THE BUILDING DEPARTMENT PRIOR TO COMMENCING _ _- - -- ° _ - Q GRADING THIS WORK. 1 -1/2" CL 1 1/2 "X1 -1/2" 17 E PREPARED PRIOR TO HYDROSEEDING BY: S AT INTERSI CTIONS CLEAR OF VERTICAL ^ N ED SHALL B DISTANCE AREA (,AGE s7ucco NETTING I o 3. AREAS TO BE HYDROSEEDED 15. OWNER SHALL KEEP SIGHT DI� 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS I NGINEER OR TO OBSTRUCTIONS. NO PLANTING SHALL BE ALLOWED GROW GREATER THAN 24- INCHES UNDER HIS/HER DIRECTION HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT A ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: HIGHER THAN PROPOSED GRADE. C WALL U W / . HE 6 O AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES SHE SHALL / SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL 1. TRACK WALKING SLOPES STEEPER THEN 6:1 SPLASH WALL LOCATIO ( � OR REMEDIAL GRADING. NO ONSITE DISPO MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. 16. CONTACTOR SHALL PROPERLY DISPOSE OF ALL DE HR!` C YWD DEMOLITION E OF APPROVAL OF SHOWN ON PLANS. D TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND TURES, SA, - SEE DETAIL THIS SHEET Q l OBSERVATIONS AN Dh_' I AIL LINED ITCH CU TOFF WALL THAT IN HIS /HER OPINION. ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN B CONDITIONING THE SOILS SO THAT SUITABLE FOR PLANTING BY: THE SOILS ENGINEER. SEE THE PROJECT SOILS Rf "iF ' FOR PRELIMINARY RECOMMENDATIONS. - ,r ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND NO TO SCALE EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED LINED DITCH (� ED BED. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE SE C 0 NFLUENC E � cn 2. THE ADDITIONAL OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND E SOILS L PROVIDE VIABLE CONDITIONS FOR GROWTH. z SALINE AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL NOT TO SCALE W W TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 4 HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE Q W ND FILL SHALL BE FILLED SHALL BE PREPARED TO BE FILLED A BE PLACED PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. 3. ALL AREAS TO (� z IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONA- z BE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH W THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL f31 REMOVED TO 3 - MOUND GROUT . THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH IL s" CONIC. BLK. SPLASH - - -___ _ :D SUITABLE FIRM NATURAL GROUND OF 90 PERCENT. IT SHARI BE THE C DEPTH - PUBLIC TRA WALL GROUT CORES SOLID. OF 6 AND THEN COMPACTED TO A MINIMUM CEMENT TREATED BASE. #4 BAR TI 24" o.c TOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE [ILL IN STRICT VERTICAL - W BE 6 " . STEE L c� 1. ALL TRAIL SURFACES TO Q AE�S/ ®�� 3 ACCORDANCE WITH SPECIFICATIONS. TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 2. INSTALL TRAIL MARKER AT LO. OBTAIN MARKER FROM THE CITY #4 BARS FULL LENGTH 3" FINISH CATIONS SHOWN HERON E CUT AND TR _ / 3 CLR GRADE Q 4. CUT AND FILL SLOPES SHALL B EMBANKMENTS ENCINITAS MR. JOHN FREKEN (760) 633 2755) EM NC oFESSro ���® ®�� L® ��`� Z 7- SURFACE AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND OF E ( AS BUILT ENGINEER APED PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND ���oND M �< 9 � \ 1 ' D" \\ \ C SHALL BE SHAPED, w Z Ul \� Y CONDITION. ALL STONES, ROOTS AND MATTER LEFT IN A NEAT AND ORDERLY ND OTHER W A S , P T ��� W �Rlo. X43670 NoText NoText NoText NoText NoText NoText NoText